CN208980533U - A kind of sludge and sewage dual treatment device - Google Patents
A kind of sludge and sewage dual treatment device Download PDFInfo
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- CN208980533U CN208980533U CN201821467740.6U CN201821467740U CN208980533U CN 208980533 U CN208980533 U CN 208980533U CN 201821467740 U CN201821467740 U CN 201821467740U CN 208980533 U CN208980533 U CN 208980533U
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Abstract
The utility model provides a kind of sludge and sewage dual treatment device, it is mainly characterized by collecting well by primary sedimentation tank space, sewage treatment unit space, dross sub-prime, sediment sub-prime collects the processing unit that clear row's well is constituted, the device is as a kind of processing unit by sludge and sewage dual treatment, dross and the sediment sub-prime from waste water processes in mixing waste is separated, it is concentrated, arranged clearly, realize that waste is separated and handled with the sub-prime of sewage.
Description
Technical field
The utility model relates to a kind of devices of sewage sludge processing.
Background technique
Degradable sludge and sludge difficult to degrade can be divided into according to the main composition of sludge, according to the receipts of open system state
Hold back expression formulaAnd the relative theory of sludge constant convergence consumption, the product of Treatment of Sludge have degradable sludge
With the sludge difficult to degrade that can be accumulated, sludge difficult to degrade can gradually be accumulated at any time, keep the normal fortune an of sludge plant
Row is it is necessary to separate the sludge of accumulation from processing system.Sludge is floated in sludge and settled sludge can be gradually with floating
It is accumulated with coprecipitation mode, the process of sludge accumulation is the process separated with suspended sludge, and floating sludge is accumulated to liquid level, and precipitating is dirty
Mud is accumulated to bottom, and floating sludge and precipitating sludge are different shale, and scientific method is separation and dual treatment disposition, benefit
The separation and concentration to floating sludge and precipitating sludge can be realized with buoyancy and gravity.Using a sludge treatment equipment as one
System, the output form of sludge system are digestion gas, sewage, floating sludge and settled sludge, and degradable sludge is by resolving into
The mode of small molecule exports, and suspended state sludge is exported in a manner of sewage, and settled sludge is by precipitation and separation and clear row's output
Floating sludge, sub-prime is separated from muddy water blending space, can promote floating by design by controlling the height of liquid level
The height of layer separates the floating sludge of accumulation from system in a manner of pulling flow type spill-over output and is discharged clearly.It is separated
The floating sludge gone remains in independent space, due to not mixing with new input muddy water, opposite can repeat by certain time
Digestion forms and stabilizes sludge, can be directly at fertilizer.Precipitating sludge plug-flow under the space constraint of deposition channels, in plug-flow sludge
Front end, sludge age is longer, and digestion reaction degree and stable degree are higher.Therefore, in conjunction with waste state feature, in slag muddy water
In the device of waste dual treatment, floating sludge is concentrated and is separated using buoyancy, precipitating sludge is carried out using gravity
Concentration and separation, realize the dual treatment of muddy water.
Summary of the invention
The purpose of this utility model is to design a kind of separated with buoyancy floating sludge is concentrated, dirty with Gravity Separation concentrating and precipitating
Mud makes sewage separate the device handled with sludge sub-prime.
The technical solution of the utility model sludge and sewage dual treatment device is one by primary sedimentation tank space, sewage treatment
Well is collected in unitary space, dross sub-prime, sediment sub-prime collects the processing unit that clear row's well is constituted, in the pond of primary sedimentation tank space one end
There is water inlet pipe on wall, has outlet pipe or discharging device in the end in sewage treatment unit space, the height of water inlet pipe is not less than out
The height of water pipe, has dross spill-over to collect hole on the pond internal partition wall that primary sedimentation tank is higher than liquid level, and dross spill-over is collected hole and connected
Logical primary sedimentation tank and dross sub-prime collect the space of well, and collecting below well in dross sub-prime has sediment collection channel, and sediment collects
The both ends in channel have sediment to collect hole, and one end sediment collects the bottom of hole connection primary sedimentation tank, and the bottom plate slope aspect of primary sedimentation tank is heavy
Slag collects hole, and other end sediment collects the bottom that hole connection sediment sub-prime collects clear row's well, and sediment collection channel is heavy from just
Pond one end slope aspect sediment sub-prime collects clear one end Pai Jing, and dross sub-prime collects well and sediment sub-prime collects the top top plate of clear row's well
Have inspection socket and cover board, in primary sedimentation tank pond, internal partition wall intermediate altitude has sewage overcurrent hole or a flow tube, sewage overcurrent hole or
Flow tube is connected to primary sedimentation tank with sewage treatment unit, and sewage treatment unit is the horizontal sedimentation tank of at least one level, or sets
There is at least one level to be divided into the two-storey settling tank in Dual-layer space, or there is filtrate to fill out in water section excessively equipped at least one level
The top top plate of the anaerobic filter of the bed of material, primary sedimentation tank and sewage treatment unit has inspection socket and cover board, and draw has exhaust pipe outward.
It is described well is collected by primary sedimentation tank space, sewage treatment unit space, dross sub-prime, sediment sub-prime collects clear row's well structure
At processing unit, be that perhaps brick construction perhaps metal material manufacture or using engineering is built using armored concrete
The plastics manufacture treatment facility that perhaps composite material is manufactured or assembled using precast member for reinforcing bar concrete splicing.
The two-storey settling tank is that have horizontal spatial clapboard in the middle part of sedimentation basin, and spatial clapboard is semiclosed partition,
It intaking without using the partition compartment in the pond of one end, the upper flat plate face of spatial clapboard intakes one end from water outlet one end slope aspect, or
Spatial clapboard intakes from water outlet one end slope aspect and one end and is equipped with upward vertical clear comb in the high level of partition or arranges channel clearly,
There is inspection socket above vertical clear comb or clear row channel, the top half space in space is Zi water inlet one end to water outlet one in pond
End perforation, or the top of sedimentation basin is divided into front and back two parts equipped with partition wall, between spatial clapboard upper face and partition wall
Front and back two parts space is connected to by the water hole mouthful of crossing of formation.
The anaerobic filter is the vertical current of at least one level or the filter tank of vertical baffling, is discharged one end by filter tank space partition wall
The vertical water passage surrounded with pond internal partition wall, pool wall is filled out in the water section of crossing of at least one vertical water passage equipped with filtrate
The bed of material, there is spatial clapboard below filtrate packing layer, and spatial clapboard connects the semiclosed separation of blank in pond in pool bottom
It is logical or filtrate packing layer to lead to pool bottom directly below, there are vertical clear comb or clear row logical upwards from filtrate packing layer
Road, vertical clear comb or clear row channel perforation filtrate packing layer bottom plate are simultaneously connected to the above space of liquid level, above filtrate packing layer
Top plate has inspection socket.
The water inlet pipe is horizontal straight tube, or is introduced from level, extends downwardly into primary sedimentation tank liquid level hereinafter, connection upwards
The tee tube on space top or channel.
The outlet pipe is horizontal straight tube, or is discharged from level, extends downwardly into primary sedimentation tank liquid level hereinafter, connection upwards
The tee tube on space top or channel.
The discharging device be mounted in liquid level regulation baffle of the outlet pipe perhaps other than outlet pipe on discharge pipe line or
Liquid level regulates and controls flashboard or liquid level control valve.
The utility model is suitable for carrying out dual treatment, floating layer dross, precipitating sludge containing the muddy water of dross and sediment
And sewage dual treatment, it is beneficial that the sub-prime separation and processing for solving the problems, such as dross, sediment, sewage help to realize
The stabilisation of sludge is particularly suitable for substituting traditional septic tank, avoids the problem that muddy water mixing, the mixing of new and old sludge, makes dirt
Different applicable technology routes is respectively adopted according to respective feature in mud and sewage, sludge can be made to realize using both having ready conditions
Sub-prime separation, more tending towards stability and minimizing lay the foundation for subsequent processing disposition.
Detailed description of the invention
The structure of the utility model is further illustrated below in conjunction with attached drawing and example
Fig. 1 is the schematic top plan view of the utility model embodiment 1.
Fig. 2 is that the A-A of 1 Fig. 1 of the utility model embodiment cuts open elevational schematic view.
Fig. 3 is that the B-B of 1 Fig. 1 of the utility model embodiment cuts open elevational schematic view.
Fig. 4 is that the utility model sewage treatment unit scheme 1 cuts open elevational schematic view.
Fig. 5 is the schematic top plan view of the utility model embodiment 2.
Fig. 6 is the schematic top plan view of the utility model embodiment 3.
Fig. 7 is the schematic top plan view of the utility model embodiment 4.
Fig. 8 is that the utility model sewage treatment unit scheme 2 cuts open elevational schematic view.
Fig. 9 is that the utility model sewage treatment unit scheme 3 cuts open elevational schematic view.
Figure 10 is that the utility model sewage treatment unit scheme 4 cuts open elevational schematic view.
Figure 11 is that the utility model sewage treatment unit scheme 5 cuts open elevational schematic view.
Figure 12 is that the utility model sewage treatment unit scheme 6 cuts open elevational schematic view.
Figure 13 is that the utility model sewage treatment unit scheme 7 cuts open elevational schematic view.
Figure 14 is that the utility model sewage treatment unit scheme 8 cuts open elevational schematic view.
In attached drawing, 1, primary sedimentation tank；2, sewage treatment unit；3, dross sub-prime collects well；4, sediment sub-prime collects clear row's well；
5, water inlet pipe；6, outlet pipe or discharging device；7, overcurrent hole or flow tube；8, sediment collection channel；9, dross spill-over is collected
Hole；10, sediment collects mouth；11, inspection socket or clearly row's mouth；12, exhaust pipe；13, pond internal partition wall；14, spatial clapboard；15, it erects
Channel is arranged to clear comb or clearly；16, filtrate packing layer；17, horizontal sedimentation tank；18, filter tank space partition wall；19, venthole；
Specific embodiment
Embodiment 1 as shown in Figure 1, 2, 3 is to collect well 3 by primary sedimentation tank 1, sewage treatment unit 2, dross sub-prime, sink
Slag sub-prime collects the device that clear row's well 4 is constituted, and has water inlet pipe 5 on one end pool wall of primary sedimentation tank 1, pool wall, which corresponds to the other end, to be had in pond
Partition wall 13 had water hole mouthful 7 in the middle part of 13 metope side of pond internal partition wall, crosses water hole mouthful 7 and is connected to sewage treatment unit 2, in pond every
The bottom of the 13 metope other side of wall has sediment to collect mouth 10, and collecting on the metope above mouth 10 higher than liquid level in sediment has dross full
It overflows and collects hole 9, the hole bottom surface that hole 9 is collected in dross spill-over is not less than liquid level, and the other side at hole 9 is collected in dross spill-over
It is that dross sub-prime collects well 3, the lower section that dross sub-prime collects well 3 is sediment collection channel 8, and the both ends of sediment collection channel 8 have
Sediment collects mouth 10, and one end is connected to primary sedimentation tank 1, and the slope aspect other end is simultaneously connected to sediment sub-prime and collects clear row's well 4, sewage treatment unit
There are outlet pipe 6 in 2 water outlet one end, and venthole 19 is arranged at the top of pond internal partition wall 13 between primary sedimentation tank 1 and sewage treatment unit 2, each
Space above top plate has inspection socket 11, and the top plate of primary sedimentation tank 1, which has, guides external exhaust pipe 12 into.
Embodiment 2 as shown in Figure 5 is collected by 1, sewage treatment unit 2 of a primary sedimentation tank and two dross sub-primes
3, two sediment sub-primes of well collect the device that clear row's well 4 is constituted, and sewage treatment unit 2 is located at the middle part of device, sewage treatment list
The two sides of member 2 have that a dross sub-prime collects well 3 and a sediment sub-prime collects clear row's well 4, its other party of the embodiment respectively
It designs with embodiment 1 in face.
Embodiment 3 as shown in Figure 6 is collected by 1, two sewage treatment unit 2 of a primary sedimentation tank and a dross sub-prime
3, sediment sub-primes of well collect the device that clear row's well 4 is constituted, and two sewage treatment units 2 are the sewage treatment lists of two-stage series connection
Member 2, other aspect designs of the embodiment are the same as embodiment 1.
Embodiment 4 as shown in Figure 7 is to collect well 3, sediment sub-prime by primary sedimentation tank 1, sewage treatment unit 2, dross sub-prime
Collect the device that clear row's well 4 is constituted, primary sedimentation tank 1, dross sub-prime collect well 3, sediment sub-prime collects clear row's well 4 and is located at the one of device
Side, sewage treatment unit 2 are located at the other side of device, and primary sedimentation tank 1 has sediment to collect mouth on pond internal partition wall 13 in one direction
10 and dross spill-over collect hole 9, had water hole mouthfuls 7, its other party of the embodiment on the pond internal partition wall 13 of another side
It designs with embodiment 1 in face.
Sewage treatment unit scheme 1 as shown in Figure 4 is the horizontal sedimentation tank 17 of a grid space, the one of horizontal sedimentation tank 17
The middle part of end pond internal partition wall 13 was water hole mouthfuls 7, and other end pool wall is outlet pipe 6, and pond body top plate has inspection socket 11, in pond every
Venthole 19 is arranged at the top of wall 13.
Sewage treatment unit scheme 2 as shown in Figure 8 is the concatenated advection sedimentation of two lattice separated by one of pond internal partition wall 13
Pond 17, other aspect designs of the sewage treatment unit scheme are the same as sewage treatment unit scheme 1.
Sewage treatment unit scheme 3 as shown in Figure 9 is horizontal at 2 middle part of sewage treatment unit by semi-enclosed pond internal partition wall 13
It is two spaces to 2 inner space of sewage treatment unit is separated front and back, the front end inner space for the side that intakes is not by space
Partition 14 separates, and rear end inner space is divided into upper layer and lower layer by one of horizontal spatial clapboard 14 by rear end inner space, and half seals
It was water hole mouthful 7 between the pond internal partition wall 13 closed and spatial clapboard 14, spatial clapboard 14 crosses water hole mouthful from 6 one end slope aspect of outlet pipe
There are vertical clear comb or clear row channel 15 in 7 direction at the high point position of spatial clapboard 14, and clear comb or clear row channel 15 penetrate through
The lower plate of spatial clapboard 14 leads to ullage space, there is inspection socket 11 above two parts pond body space, and intake one end pond
The ullage of internal partition wall 13 has venthole 19.
Sewage treatment unit scheme 4 as shown in Figure 10 is that have one of horizontal spatial clapboard 14 in the rear end of horizontal sedimentation tank
Space in latter half pond is divided into upper layer and lower layer, the bottom plate lower face of spatial clapboard 14 is horizontal, and upper face is from 6 one end of outlet pipe
Slope aspect crosses the direction in water hole mouthful 7, and spatial clapboard 14 does not set vertical clear comb or clear row channel 15, the sewage treatment unit scheme
Other aspect designs are the same as sewage treatment unit scheme 3.
Sewage treatment unit scheme 5 as shown in figure 11 6 one end of outlet pipe by filter tank space partition wall 18 and pond internal partition wall 13,
Pool wall surrounds vertical water passage space, and the water section of crossing in water passage space is equipped with filtrate packing layer 16, filtrate packing layer 16
Lower section there is no spatial clapboard 14, the sewage treatment unit scheme other aspect design with sewage treatment unit scheme 4.
Sewage treatment unit scheme 6 as shown in figure 12 is equipped with filtrate packing layer in the water section of crossing of 6 one end spaces of outlet pipe
16, there is spatial clapboard 14 in the lower section of filtrate packing layer 16, other aspect designs of the sewage treatment unit scheme are the same as sewage treatment list
Element plan 5.
Sewage treatment unit scheme 7 as shown in figure 13 is two concatenated anaerobic filters, at the sewage of each anaerobic filter
Unit scheme is managed with sewage treatment unit scheme 6.
The first half of sewage treatment unit scheme 8 as shown in figure 14 is the same as sewage treatment unit scheme 5, the place of latter half
It manages space and surrounds two vertical water passage spaces, water passage space with pond internal partition wall 13, pool wall by filter tank space partition wall 18
Water section of crossing be equipped with filtrate packing layer 16, vertical clear comb 15 runs through filtrate packing layer 16, leads to filter from the above space of liquid level
Expect 16 lower space of packing layer, the top top plate of vertical clear comb 15 has inspection socket 11, and one is equipped with hanging down for filtrate packing layer 16
Straight channel space is crossed water hole mouthful 7 from 13 top of pond internal partition wall and is communicated with first half space, and crossing water section for two has filtrate filler
The vertical channel space lower part of layer 16 communicates, and the top pool wall that end is equipped with 16 vertical channel space of filtrate packing layer has outlet pipe
6。
Claims (5)
1. a kind of sludge and sewage dual treatment device, are primarily characterized in that be one by primary sedimentation tank space, sewage treatment list
Well is collected in first space, dross sub-prime, sediment sub-prime collects the processing unit that clear row's well is constituted, the pool wall in primary sedimentation tank space one end
On have water inlet pipe, have an outlet pipe or discharging device in the end in sewage treatment unit space, the height of water inlet pipe is not less than water outlet
The height of pipe, has dross spill-over to collect hole on the pond internal partition wall that primary sedimentation tank is higher than liquid level, and hole connection is collected in dross spill-over
Primary sedimentation tank and dross sub-prime collect the space of well, and collecting below well in dross sub-prime has sediment collection channel, and sediment collects logical
The both ends in road have sediment to collect hole, and one end sediment collects the bottom of hole connection primary sedimentation tank, the bottom plate slope aspect sediment of primary sedimentation tank
Collect hole, other end sediment collects the bottom that hole connection sediment sub-prime collects clear row's well, and sediment collection channel is from primary sedimentation tank
One end slope aspect sediment sub-prime collects clear one end Pai Jing, and dross sub-prime collects well and sediment sub-prime is collected the clear top top plate for arranging well and had
Inspection socket and cover board, in primary sedimentation tank pond, internal partition wall intermediate altitude has sewage overcurrent hole or flow tube, sewage overcurrent hole or mistake
Flow tube is connected to primary sedimentation tank with sewage treatment unit, and sewage treatment unit is the horizontal sedimentation tank of at least one level, or is equipped with
At least one level is divided into the two-storey settling tank in Dual-layer space, or has filtrate filler in water section excessively equipped at least one level
The top top plate of the anaerobic filter of layer, primary sedimentation tank and sewage treatment unit has inspection socket and cover board, and draw has exhaust pipe outward.
2. sludge according to claim 1 and sewage dual treatment device, it is characterised in that described by primary sedimentation tank space, dirt
Well is collected in water treatment unit space, dross sub-prime, sediment sub-prime collects the processing unit that clear row's well is constituted, and is using reinforced concrete
Civil engineering makes perhaps brick construction, and perhaps metal material manufacture is perhaps manufactured using engineering plastics manufacture or composite material, or
The treatment facility that person is assembled using precast member for reinforcing bar concrete splicing.
3. sludge according to claim 1 and sewage dual treatment device, it is characterised in that the two-storey settling tank be
There is horizontal spatial clapboard in the middle part of sedimentation basin, spatial clapboard is semiclosed partition, is not separated with partition in one end pond that intakes
Space, the upper flat plate face of spatial clapboard intake one end or spatial clapboard from water outlet one end slope aspect water inlet from water outlet one end slope aspect
One end is simultaneously equipped with vertical clear comb upwards in the high level of partition or arranges channel clearly, vertical clear comb or the clear top for arranging channel
There is inspection socket, the top half space in space is penetrated through from water inlet one end to water outlet one end in pond, or will be sunk equipped with partition wall
The top in shallow lake pond is divided into front and back two parts, and what is formed between spatial clapboard upper face and partition wall crosses water hole mouthful for front and back two parts
Space connection.
4. sludge according to claim 1 and sewage dual treatment device, it is characterised in that the anaerobic filter is at least
The vertical current of level-one or the filter tank of vertical baffling, water outlet one end are surrounded by filter tank space partition wall with pond internal partition wall, pool wall vertical
Water passage is equipped with filtrate packing layer in the water section of crossing of at least one vertical water passage, has below filtrate packing layer
Spatial clapboard, spatial clapboard by the semiclosed separation of blank in pond, pool bottom connection or filtrate packing layer directly below
Lead to pool bottom, have vertical clear comb upwards from filtrate packing layer or arranges channel clearly, vertical clear comb or the perforation of clear row channel
Filtrate packing layer bottom plate is simultaneously connected to the above space of liquid level, and the top plate above filtrate packing layer has inspection socket.
5. sludge according to claim 1 and sewage dual treatment device, it is characterised in that the discharging device is installation
Liquid level regulation baffle perhaps liquid level regulation flashboard or liquid level regulation other than the outlet pipe perhaps outlet pipe on discharge pipe line
Valve.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821467740.6U CN208980533U (en) | 2018-08-28 | 2018-08-28 | A kind of sludge and sewage dual treatment device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821467740.6U CN208980533U (en) | 2018-08-28 | 2018-08-28 | A kind of sludge and sewage dual treatment device |
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| Publication Number | Publication Date |
|---|---|
| CN208980533U true CN208980533U (en) | 2019-06-14 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821467740.6U Active CN208980533U (en) | 2018-08-28 | 2018-08-28 | A kind of sludge and sewage dual treatment device |
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| Country | Link |
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| CN (1) | CN208980533U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111977913A (en) * | 2020-09-07 | 2020-11-24 | 安徽清扬水处理设备科技有限公司 | Domestic sewage divides matter multi-stage treatment device |
-
2018
- 2018-08-28 CN CN201821467740.6U patent/CN208980533U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111977913A (en) * | 2020-09-07 | 2020-11-24 | 安徽清扬水处理设备科技有限公司 | Domestic sewage divides matter multi-stage treatment device |
| CN111977913B (en) * | 2020-09-07 | 2021-05-04 | 安徽清扬水处理设备科技有限公司 | Domestic sewage divides matter multi-stage treatment device |
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| TR01 | Transfer of patent right |
Effective date of registration: 20210423 Address after: 473303 north line S333, Qiaotou town, Qiaotou village, Sheqi County, Nanyang City, Henan Province Patentee after: Zhongmao Environmental Protection Technology Co.,Ltd. Address before: 473000 the first floor of the North Tower, North Tower, No. 556, Wolong District, Nanyang, Henan Patentee before: Zhao Feng |