CN208517228U - Sewage disposal device - Google Patents

Sewage disposal device Download PDF

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Publication number
CN208517228U
CN208517228U CN201820955173.2U CN201820955173U CN208517228U CN 208517228 U CN208517228 U CN 208517228U CN 201820955173 U CN201820955173 U CN 201820955173U CN 208517228 U CN208517228 U CN 208517228U
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China
Prior art keywords
baffle plate
sewage disposal
sedimentation basin
disposal device
zone
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CN201820955173.2U
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Chinese (zh)
Inventor
赵军
曾军
王恒东
高文
高文一
侯达公
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Liaoning Bo Environmental Protection Technology Co Ltd
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Liaoning Bo Environmental Protection Technology Co Ltd
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Abstract

The utility model relates to technical field of sewage, are related to sewage disposal device.Sewage disposal device includes cabinet, first partition, the aerator that aerobic zone is arranged in and the precipitating isolation tank that aerobic zone is arranged in;Water inlet is connected to by water inlet pipe with anaerobic zone, and water outlet is connected to by outlet pipe with precipitating isolation tank;Multiple evenly arranged baffle plates are provided in anaerobic zone, so that sewage can circulate along S type path.By the way that the baffle plates of multiple arrangements is arranged by anaerobic zone utmostly baffling, it is dynamic to carry out more multiple hydraulic flow in certain pool capacity, sewage long-time anaerobic biological during this period, efficient denitrification and cod removal rate is very high.Precipitating isolation tank is arranged in aerobic reactor zone, it is embedded into and wherein shortens interregional coupling part, more preferably controls water level and continuous mixed flocculation floats to form filtering mud layer therebetween, suspended matter and other impurities attach mud layer in water, water purification passes through from this mud layer, reaches good outlet effect.

Description

Sewage disposal device
Technical field
The utility model relates to technical field of sewage, in particular to sewage disposal device.
Background technique
The space utilization rate of traditional anaerobic zone is low, and reaction time is short, and reaction effect is poor, comes to subsequent reactions device band Pressure.It is larger that tradition sinks to the bottom pond settling zone, brings difficulty to equipment arrangement, and in structure and be functionally arranged it is single, So that wastewater purifying efficiency is poor.
Therefore it provides a kind of sewage disposal device of high treating effect is to be solved important as those skilled in the art Technical problem.
Utility model content
The purpose of this utility model is to provide a kind of sewage disposal device, to alleviate poor processing effect in the prior art Technical problem.
The utility model embodiment provides a kind of sewage disposal device, including cabinet, is arranged institute in the cabinet Box house is stated to be separated into the first partition of aerobic zone and anaerobic zone, the aerator of the aerobic zone is arranged in and is arranged in institute State the precipitating isolation tank of aerobic zone;
Inlet and outlet are offered on the cabinet, the water inlet is connected to by water inlet pipe with the anaerobic zone, The water outlet is connected to by outlet pipe with the precipitating isolation tank;
Multiple evenly arranged baffle plates are provided in the anaerobic zone, so that sewage can circulate along S type path;
The bottom of the aerobic zone is arranged in the aerator.
The utility model embodiment provides the first possible embodiment, wherein above-mentioned anaerobic zone is provided with multiple row Baffle plate, and it is provided with second partition between multiple row baffle plate, the two adjacent column baffle plates are isolated.
The utility model embodiment provides second of possible embodiment, wherein above-mentioned baffle plate includes the first folding Flowing plate and the second baffle plate;
First baffle plate and second baffle plate are vertically arranged in the anaerobic zone, and first baffling Plate and the overlapping setting of second baffle plate;
First baffle plate is connect with the bottom of box, between second baffle plate and the bottom of box are provided with Gap.
The utility model embodiment provides the third possible embodiment, wherein the top of above-mentioned second baffle plate Height is higher than the overhead height of first baffle plate.
The utility model embodiment provides the 4th kind of possible embodiment, wherein above-mentioned second partition is located at adjacent The junction of the two column baffle plates is provided with baffling and crosses the mouth of a river, so that the adjacent two column baffle plate is connected together.
The utility model embodiment provides the 5th kind of possible embodiment, wherein above-mentioned aerator includes air inlet Pipe and aeration head;
Described air inlet pipe one end is connect with gas source, and the other end is connect with multiple aeration heads.
The utility model embodiment provides the 6th kind of possible embodiment, wherein above-mentioned precipitating isolation tank includes the One sedimentation basin and the second sedimentation basin being arranged in first sedimentation basin;
First sedimentation basin and second sedimentation basin are funnel-shaped, and the height of second sedimentation basin is higher than institute State the height of the first sedimentation basin;
The first precipitating bottom of pond portion is connected to mud pipe is mentioned, and the second precipitating bottom of pond portion is provided with through-hole.
The utility model embodiment provides the 7th kind of possible embodiment, wherein sets at the top of above-mentioned second sedimentation basin It is equipped with overflow groove, the overflow groove is connected to the outlet pipe.
The utility model embodiment provides the 8th kind of possible embodiment, wherein above-mentioned outlet pipe and the water outlet It is connected between mouthful by filtering film component;
The backwash mouth for filtering film component described in backwash is provided on the filtering film component.
The utility model embodiment provides the 9th kind of possible embodiment, wherein is additionally provided with and adds in above-mentioned cabinet Add the dosing pipe for the treatment of agent.
The utility model has the advantages that
The utility model embodiment provides a kind of sewage disposal device, including cabinet, setting will be in cabinets in cabinet Part is divided into the first partition of aerobic zone and anaerobic zone, the aerator of aerobic zone is set and aerobic zone is set precipitating every From pond;Inlet and outlet are offered on cabinet, water inlet is connected to by water inlet pipe with anaerobic zone, and water outlet passes through outlet pipe It is connected to precipitating isolation tank;Multiple evenly arranged baffle plates are provided in anaerobic zone, so that sewage can be flowed along S type path It is logical;The bottom of aerobic zone is arranged in aerator.By the baffle plates of multiple arrangements being arranged by anaerobic zone utmostly baffling, It is dynamic that more multiple hydraulic flow is carried out in certain pool capacity, sewage long-time anaerobic biological during this period, efficient denitrification and cod removal rate It is very high.Precipitating isolation tank is arranged in aerobic reactor zone, is embedded into and wherein shortens interregional coupling part, more preferably control water level And continuous mixed flocculation floats to form filtering mud layer therebetween, suspended matter and other impurities attach mud layer in water, and water purification is from this mud Layer passes through, and reaches good outlet effect.
Other feature and advantage of the utility model will illustrate in the following description, also, partly from specification In become apparent, or understood and implementing the utility model.The purpose of this utility model and other advantages are illustrating Specifically noted structure is achieved and obtained in book, claims and attached drawing.
To enable the above objects, features, and advantages of the utility model to be clearer and more comprehensible, preferred embodiment is cited below particularly, and Cooperate appended attached drawing, is described in detail below.
Detailed description of the invention
It, below will be right in order to illustrate more clearly of specific embodiment of the present invention or technical solution in the prior art Specific embodiment or attached drawing needed to be used in the description of the prior art are briefly described, it should be apparent that, it is described below In attached drawing be that some embodiments of the utility model are not paying creativeness for those of ordinary skill in the art Under the premise of labour, it is also possible to obtain other drawings based on these drawings.
Fig. 1 is the overall structure diagram of sewage disposal device provided by the embodiment of the utility model;
Fig. 2 is the top view of sewage disposal device provided by the embodiment of the utility model;
Fig. 3 is the schematic diagram of internal structure of sewage disposal device provided by the embodiment of the utility model.
Icon: 100- cabinet;110- first partition;120- water inlet;121- water inlet pipe;130- water outlet; 131- outlet pipe;140- second partition;The aerobic zone 200-;The anaerobic zone 300-;The first baffle plate of 310-;The second folding of 320- Flowing plate;330- baffling crosses the mouth of a river;400- aerator;410- air inlet pipe;420- aeration head;500- precipitates isolation tank; The first sedimentation basin of 510-;The second sedimentation basin of 520-;530- mentions mud pipe;540- overflow groove;600- filtering film component.
Specific embodiment
The technical solution of the utility model is clearly and completely described below in conjunction with attached drawing, it is clear that described Embodiment is the utility model a part of the embodiment, instead of all the embodiments.Based on the embodiments of the present invention, originally Field those of ordinary skill every other embodiment obtained without making creative work belongs to practical Novel protected range.
In the description of the present invention, it should be understood that term " center ", " longitudinal direction ", " transverse direction ", " length ", " width Degree ", " thickness ", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outside", The orientation or positional relationship of the instructions such as " clockwise ", " counterclockwise ", " axial direction ", " radial direction ", " circumferential direction " is based on the figure Orientation or positional relationship is merely for convenience of describing the present invention and simplifying the description, rather than the dress of indication or suggestion meaning It sets or element must have a particular orientation, be constructed and operated in a specific orientation, therefore should not be understood as to the utility model Limitation.
In addition, term " first ", " second " are used for descriptive purposes only and cannot be understood as indicating or suggesting relative importance Or implicitly indicate the quantity of indicated technical characteristic.Define " first " as a result, the feature of " second " can be expressed or Implicitly include one or more of the features.The meaning of " plurality " is two or two in the description of the present invention, More than, unless otherwise specifically defined.
In the present invention unless specifically defined or limited otherwise, term " installation ", " connected ", " connection ", " Gu It is fixed " etc. terms shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or integral;It can be Mechanical connection, is also possible to be electrically connected;It can be directly connected, two can also be can be indirectly connected through an intermediary The interaction relationship of connection or two elements inside element.It for the ordinary skill in the art, can basis Concrete condition understands the concrete meaning of above-mentioned term in the present invention.
The utility model is further described in detail below through specific implementation examples and in conjunction with the accompanying drawings.
With reference to shown in Fig. 1-Fig. 3:
The utility model embodiment provides a kind of sewage disposal device, including cabinet 100, setting will in cabinet 100 The first partition 110 that aerobic zone 200 and anaerobic zone 300 are separated into inside cabinet 100, the aerator that aerobic zone 200 is set 400 and the precipitating isolation tank 500 of aerobic zone 200 is set;Water inlet 120 and water outlet 130 are offered on cabinet 100, are intake Mouth 120 is connected to by water inlet pipe 121 with anaerobic zone 300, and water outlet 130 is connected to by outlet pipe 131 with precipitating isolation tank 500; Multiple evenly arranged baffle plates are provided in anaerobic zone 300, so that sewage can circulate along S type path;Aerator 400 is set Set the bottom in aerobic zone 200.
The utility model embodiment provides a kind of sewage disposal device, including cabinet 100, setting will in cabinet 100 The first partition 110 that aerobic zone 200 and anaerobic zone 300 are separated into inside cabinet 100, the aerator that aerobic zone 200 is set 400 and the precipitating isolation tank 500 of aerobic zone 200 is set;Water inlet 120 and water outlet 130 are offered on cabinet 100, are intake Mouth 120 is connected to by water inlet pipe 121 with anaerobic zone 300, and water outlet 130 is connected to by outlet pipe 131 with precipitating isolation tank 500; Multiple evenly arranged baffle plates are provided in anaerobic zone 300, so that sewage can circulate along S type path;Aerator 400 is set Set the bottom in aerobic zone 200.By the way that the baffle plates of multiple arrangements is arranged by the utmostly baffling of anaerobic zone 300, certain It is dynamic that more multiple hydraulic flow is carried out in pool capacity, sewage long-time anaerobic biological during this period, efficient denitrification and cod removal rate is very high. Precipitating isolation tank 500 is arranged in aerobic reactor zone, is embedded into and wherein shortens interregional coupling part, it is more preferable to control water level simultaneously Continuous mixed flocculation floats to form filtering mud layer therebetween, and suspended matter and other impurities attach mud layer in water, and water purification is from this mud layer Pass through, reaches good outlet effect.
The space in cabinet 100 is separated into aerobic zone 200 and anaerobic zone 300 by first partition 110, in anaerobic zone It is provided with multiple evenly arranged baffle plates in 300, by baffling sewage is flowed, along S type path to improve sewage Long-time anaerobic biological, efficient denitrification and cod removal rate is very high.Wherein, S type path is vertical direction.
Wherein, it takes the lead in entering anaerobic zone 300 from the sewage that water inlet 120 enters, advance along S type path, then into It in aerobic zone 200, enters finally into precipitating isolation tank 500, is discharged from the outlet pipe 131 at 500 top of precipitating isolation tank.
Specifically, the bottom of aerobic zone 200 is arranged in aerator 400, it is inflated, makes aerobic into aerobic zone 200 It is whole in area 200 to be supplied.
It should be pointed out that precipitating isolation tank 500 is arranged in aerobic zone 200, to reduce equipment volume.Also, water flow It is entered in precipitating isolation tank 500 by overflow.
In the optinal plan of the present embodiment, anaerobic zone 300 is provided with multiple row baffle plate, and is provided between multiple row baffle plate Second partition 140, two adjacent column baffle plates are isolated.
In the optinal plan of the present embodiment, baffle plate includes the first baffle plate 310 and the second baffle plate 320;First baffling Plate 310 and the second baffle plate 320 are vertically arranged in anaerobic zone 300, and the first baffle plate 310 and the second baffle plate 320 are handed over Folded setting;First baffle plate 310 is connect with 100 bottom of cabinet, and the second baffle plate 320 is provided with gap with 100 bottom of cabinet.
In the optinal plan of the present embodiment, the top that the overhead height of the second baffle plate 320 is higher than the first baffle plate 310 is high Degree.
Specifically, being provided with two column baffle plates in anaerobic zone 300, it is provided with the second isolation board between two column baffle plates, is kept away Exempt from the perforation of two column baffle plates.And two column baffle plates flow sewage when passing through along U-shaped path.
Specifically, baffle plate includes the first baffle plate 310 and the second baffle plate 320, when sewage passes through the first baffle plate 310 When with the second baffle plate 320, the walking path of sewage is S type, and when sewage passes through two column baffle plates, the walking path of sewage is It is U-shaped.
Wherein, the first baffle plate 310 and the second baffle plate 320 are vertically arranged, and, 310 bottom of the first baffle plate and case Body 100 is tightly connected, and the left and right ends of the first baffle plate 310 are tightly connected with second partition 140, cabinet 100 respectively, makes sewage It can only be from the top overflow of the first baffle plate 310.
Wherein, there are certain gaps with cabinet 100 for the bottom of the second baffle plate 320, and, a left side for the second baffle plate 320 Right both ends are tightly connected with second partition 140, cabinet 100 respectively, and sewage is flowed from the bottom of the second baffle plate 320 It crosses, it should be pointed out that 320 overhead height of the second baffle plate is greater than the height at 310 top of the first baffle plate.
Specifically, the first baffle plate 310 and the overlapping setting of the second baffle plate 320, i.e., sewage successively passes through the first baffle plate The second baffle plate of 310- the second baffle plate 320- the first baffle plate 310- 320, during drainage flow, sewage overflow mistake Then first baffle plate 310 is flowed through from 320 bottom of the second baffle plate, setting in this way rolls over anaerobic zone 300 utmostly Stream extends the anaerobism residence time, improves treatment effect.
In the optinal plan of the present embodiment, the junction that second partition 140 is located at adjacent two column baffle plate is provided with baffling The mouth of a river 330 is crossed, so that adjacent two column baffle plate is connected together.
It should be pointed out that being provided with the second isolation board between two column baffle plates, the second isolation board is located at first row folding The position of flowing plate tail portion opens up baffling and crosses the mouth of a river 330, and sewage is flowed into secondary series baffle plate from first row baffle plate.
In the optinal plan of the present embodiment, aerator 400 includes air inlet pipe 410 and aeration head 420;Air inlet pipe 410 1 End is connect with gas source, and the other end is connect with multiple aeration heads 420.
Aerator 400 includes aeration head 420 and the air inlet pipe 410 connecting with aeration head 420, and air inlet pipe 410 is far from exposure One end of gas head 420 is connect by controllable switch with gas source.By aeration head 420 to being supplied in aerobic zone 200.
In the optinal plan of the present embodiment, precipitating isolation tank 500 includes the first sedimentation basin 510 and is arranged in the first sedimentation basin The second sedimentation basin 520 in 510;First sedimentation basin 510 and the second sedimentation basin 520 are funnel-shaped, and the second sedimentation basin 520 Height is higher than the height of the first sedimentation basin 510;First sedimentation basin, 510 bottom is connected to mud pipe 530 is mentioned, 520 bottom of the second sedimentation basin Portion is provided with through-hole.
In the optinal plan of the present embodiment, overflow groove 540, overflow groove 540 and water outlet are provided at the top of the second sedimentation basin 520 Pipe 131 is connected to.
Specifically, precipitating isolation tank 500 includes the first sedimentation basin 510 and the second sedimentation basin 520, the second sedimentation basin 520 is set It sets inside the first sedimentation basin 510.Wherein, the first sedimentation basin 510 and the second sedimentation basin 520 are in funnel type.
The bottom of first sedimentation basin 510 is connected to mud pipe 530 is mentioned, can be by 510 bottom of the first sedimentation basin by mentioning mud pipe 530 The silt displacement of portion's precipitating.
The height of second sedimentation basin 520 is greater than the height of the first sedimentation basin 510, and 520 bottom of the second sedimentation basin is provided with Through-hole, after water level increases in aerobic zone 200, water flow can gap between the first sedimentation basin 510 and the second sedimentation basin 520 into Enter into the first sedimentation basin 510, to dirty in the cavity then formed between the first sedimentation basin 510 and the second sedimentation basin 520 It is dynamic, it is then flowed in through hole into the second sedimentation basin 520, makes to generate flow velocity into water at this time using the double-deck clamping plate pyramidal structure Difference, flow velocity is slack-off suddenly and discharges, and forms mud in 510 bottom of the first sedimentation basin, this mud can carry out sewage Filter.
It should be pointed out that the top of the second sedimentation basin 520 is provided with overflow groove 540, the minimum altitude of overflow groove 540 is low Water level in aerobic zone 200, overflow groove 540 are connected to drainpipe.
In the optinal plan of the present embodiment, it is connected between outlet pipe 131 and water outlet 130 by filtering film component 600;It crosses The backwash mouth for backwash filtering film component 600 is provided on filter membrane component 600.
Specifically, be connected between outlet pipe 131 and water outlet 130 by filtering film component 600, when equipment initial operating stage, When mud is formed not yet on 510 bottom of the first sedimentation basin, by control piper, outlet pipe 131 is made to pass through filtering film component 600 It is connected to water outlet 130, is filtered using 600 pairs of water outlets of filtering film component, guarantee effluent characteristics.
It should be pointed out that in equipment normal operation, in case of thought or fortuitous event causes mud damage layer, Ke Yigai Become water line out, filtration was played instead of mud by filtering film component 600, until mud self-assembling formation.
It may also be noted that being provided with the backwash mouth for backwash filtering film component 600 on filtering film component 600, lead to It crosses backwash mouth and backwash is carried out to filtering film component 600, filtering film component 600 is avoided to be blocked.
In the optinal plan of the present embodiment, the dosing pipe of addition treatment agent is additionally provided in cabinet 100.
By counterfeit drug pipeline to treatment agent is added in aerobic zone 200 and anaerobic zone 300.
In the description of this specification, reference term " one embodiment ", " some embodiments ", " example ", " specifically show The description of example " or " some examples " etc. means specific features, structure, material or spy described in conjunction with this embodiment or example Point is contained at least one embodiment or example of the utility model.In the present specification, to the schematic table of above-mentioned term It states and is necessarily directed to identical embodiment or example.Moreover, particular features, structures, materials, or characteristics described can be with It can be combined in any suitable manner in any one or more of the embodiments or examples.In addition, without conflicting with each other, this field Technical staff can by the feature of different embodiments or examples described in this specification and different embodiments or examples into Row combination and combination.
Although the embodiments of the present invention have been shown and described above, it is to be understood that above-described embodiment is Illustratively, it should not be understood as limiting the present invention, those skilled in the art are in the scope of the utility model Inside it can make changes, modifications, alterations, and variations to the above described embodiments.

Claims (10)

1. a kind of sewage disposal device characterized by comprising cabinet is arranged the box house point in the cabinet It is divided into the first partition of aerobic zone and anaerobic zone, the aerator of the aerobic zone is set and the heavy of the aerobic zone is set Shallow lake isolation tank;
Inlet and outlet are offered on the cabinet, the water inlet is connected to by water inlet pipe with the anaerobic zone, described Water outlet is connected to by outlet pipe with the precipitating isolation tank;
Multiple evenly arranged baffle plates are provided in the anaerobic zone, so that sewage can circulate along S type path;
The bottom of the aerobic zone is arranged in the aerator.
2. sewage disposal device according to claim 1, which is characterized in that the anaerobic zone is provided with multiple row baffle plate, And it is provided with second partition between multiple row baffle plate, the two adjacent column baffle plates are isolated.
3. sewage disposal device according to claim 2, which is characterized in that the baffle plate includes the first baffle plate and the Two baffle plates;
First baffle plate and second baffle plate are vertically arranged in the anaerobic zone, and first baffle plate with The overlapping setting of second baffle plate;
First baffle plate is connect with the bottom of box, and second baffle plate and the bottom of box are provided with gap.
4. sewage disposal device according to claim 3, which is characterized in that the overhead height of second baffle plate is higher than The overhead height of first baffle plate.
5. sewage disposal device according to claim 3, which is characterized in that the second partition is located at described in adjacent two column The junction of baffle plate is provided with baffling and crosses the mouth of a river, so that the adjacent two column baffle plate is connected together.
6. sewage disposal device according to claim 1, which is characterized in that the aerator includes air inlet pipe and aeration Head;
Described air inlet pipe one end is connect with gas source, and the other end is connect with multiple aeration heads.
7. sewage disposal device according to claim 1, which is characterized in that the precipitating isolation tank includes the first sedimentation basin With the second sedimentation basin being arranged in first sedimentation basin;
First sedimentation basin and second sedimentation basin are funnel-shaped, and the height of second sedimentation basin is higher than described the The height of one sedimentation basin;
The first precipitating bottom of pond portion is connected to mud pipe is mentioned, and the second precipitating bottom of pond portion is provided with through-hole.
8. sewage disposal device according to claim 7, which is characterized in that be provided with spilling water at the top of second sedimentation basin Slot, the overflow groove are connected to the outlet pipe.
9. sewage disposal device according to claim 1, which is characterized in that lead between the outlet pipe and the water outlet Cross filtering film component connection;
The backwash mouth for filtering film component described in backwash is provided on the filtering film component.
10. -9 described in any item sewage disposal devices according to claim 1, which is characterized in that be additionally provided in the cabinet Add the dosing pipe for the treatment of agent.
CN201820955173.2U 2018-06-20 2018-06-20 Sewage disposal device Active CN208517228U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201820955173.2U CN208517228U (en) 2018-06-20 2018-06-20 Sewage disposal device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201820955173.2U CN208517228U (en) 2018-06-20 2018-06-20 Sewage disposal device

Publications (1)

Publication Number Publication Date
CN208517228U true CN208517228U (en) 2019-02-19

Family

ID=65326194

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201820955173.2U Active CN208517228U (en) 2018-06-20 2018-06-20 Sewage disposal device

Country Status (1)

Country Link
CN (1) CN208517228U (en)

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