CN105293705B - Sewage treatment device and sewage treatment assembly - Google Patents
Sewage treatment device and sewage treatment assembly Download PDFInfo
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- CN105293705B CN105293705B CN201510694980.4A CN201510694980A CN105293705B CN 105293705 B CN105293705 B CN 105293705B CN 201510694980 A CN201510694980 A CN 201510694980A CN 105293705 B CN105293705 B CN 105293705B
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- sewage
- shell
- apopore
- stream channel
- water stream
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- 239000010865 sewage Substances 0.000 title claims abstract description 110
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 144
- 238000003756 stirring Methods 0.000 claims description 26
- 239000011148 porous material Substances 0.000 claims description 10
- 230000004888 barrier function Effects 0.000 claims description 7
- 241000196324 Embryophyta Species 0.000 abstract description 20
- 230000000694 effects Effects 0.000 abstract description 14
- 238000000746 purification Methods 0.000 abstract description 11
- 235000017166 Bambusa arundinacea Nutrition 0.000 abstract description 3
- 235000017491 Bambusa tulda Nutrition 0.000 abstract description 3
- 235000015334 Phyllostachys viridis Nutrition 0.000 abstract description 3
- 239000011425 bamboo Substances 0.000 abstract description 3
- 238000005192 partition Methods 0.000 abstract 4
- 241001330002 Bambuseae Species 0.000 abstract 2
- 238000010586 diagram Methods 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 239000010802 sludge Substances 0.000 description 3
- 230000009102 absorption Effects 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 2
- 238000001914 filtration Methods 0.000 description 2
- 230000000873 masking effect Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 244000005700 microbiome Species 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 240000003826 Eichhornia crassipes Species 0.000 description 1
- 240000008436 Ipomoea aquatica Species 0.000 description 1
- 235000019004 Ipomoea aquatica Nutrition 0.000 description 1
- 241001494496 Leersia Species 0.000 description 1
- 244000207740 Lemna minor Species 0.000 description 1
- 235000006439 Lemna minor Nutrition 0.000 description 1
- 241001465754 Metazoa Species 0.000 description 1
- 235000017879 Nasturtium officinale Nutrition 0.000 description 1
- 240000005407 Nasturtium officinale Species 0.000 description 1
- 240000008881 Oenanthe javanica Species 0.000 description 1
- 235000000365 Oenanthe javanica Nutrition 0.000 description 1
- 235000014676 Phragmites communis Nutrition 0.000 description 1
- 244000082204 Phyllostachys viridis Species 0.000 description 1
- 235000001855 Portulaca oleracea Nutrition 0.000 description 1
- 241001302809 Schoenoplectus triqueter Species 0.000 description 1
- 244000143231 Scirpus validus Species 0.000 description 1
- 235000008573 Scirpus validus Nutrition 0.000 description 1
- 240000004661 Sporobolus indicus Species 0.000 description 1
- 244000134857 Typha capensis Species 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- 239000004411 aluminium Substances 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000000354 decomposition reaction Methods 0.000 description 1
- 238000004070 electrodeposition Methods 0.000 description 1
- 238000007373 indentation Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 230000010534 mechanism of action Effects 0.000 description 1
- 238000002156 mixing Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 235000015816 nutrient absorption Nutrition 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 238000009738 saturating Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 230000005068 transpiration Effects 0.000 description 1
Landscapes
- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
Abstract
The invention relates to a sewage treatment device and a sewage treatment assembly. The sewage treatment device comprises a shell, a partition plate, a water inlet cylinder, a partition plate and a partition strip. A water inlet and a water outlet are arranged on the side wall of the shell; the partition plate divides the accommodating cavity into a first accommodating groove communicated with the water inlet and a second accommodating groove communicated with the water outlet, the water inlet cylinder is communicated with the first accommodating groove, and the side wall of the water inlet cylinder is provided with a first water outlet; the parting strip and division board, a section of thick bamboo of intaking cooperate jointly to enclose into the first rivers passageway of planting the plant, and first rivers passageway is linked together with first apopore, and the parting strip cooperates jointly with division board, shell and encloses into the second rivers passageway of planting the plant, and wherein, sewage is in proper order through water inlet, first accepting groove, a section of thick bamboo of intaking, first apopore, first rivers passageway, second apopore and second rivers passageway to discharge from the outlet. The sewage treatment device has better purification efficiency and better purification effect.
Description
Technical field
The present invention relates to sewage treatment area, more particularly to a kind of sewage-treatment plant and sewage disposal component.
Background technology
Artificial swamp is by manually building and controlling operation, the ground similar with marshland, and sewage, sludge are had into control
Dosing on the wetland through manually building, sewage during flowing in a certain direction, mainly utilizes soil, people with sludge
Work medium, plant, the physics of microorganism, chemistry, the triple synergies of biology, a kind of technology handled sewage, sludge.
Its mechanism of action includes absorption, delay, filtering, redox, precipitation, microorganism decomposition, conversion, plant masking, residue product
Tired, water transpiration and the effect of Nutrient Absorption and all kinds of animals.However, the sewage disposal paths arrangement of current artificial swamp is not
Rationally, it is impossible to planting region is sufficiently utilized, cause that purification efficiency is relatively low and clean-up effect is poor.
The content of the invention
Based on this, it is necessary to provide that a kind of purification efficiency is higher and the preferable sewage-treatment plant of clean-up effect.
In addition, also provide a kind of sewage disposal component.
A kind of sewage-treatment plant, including：
Shell, for the housing with an accommodating cavity, the shell has opening and the bottom relative with the opening, described
Water inlet and discharge outlet are offered in the side wall of shell；
Demarcation strip, it is contained in the shell, and the edge of the demarcation strip is fixedly connected with the side wall of the shell, and
The accommodating cavity is separated into the first accepting groove and the second accepting groove, and first accepting groove is connected with the water inlet,
Second accepting groove is connected with the discharge outlet；Connection first accepting groove and described the are offered on the demarcation strip
The intercommunicating pore of two accepting grooves；
Flooding tube, be the cylinder of one end open, the flooding tube is arranged in the intercommunicating pore, and with the side of the intercommunicating pore
Wall is tightly connected, and the opening of the flooding tube is towards the bottom of the shell, and the flooding tube and the first accepting groove phase
Connection；The first apopore is offered in the side wall of the flooding tube；
Division board, it is contained in second accepting groove, the side of the division board is fixedly connected with the demarcation strip, institute
The both ends for stating division board are fixedly connected with the side wall of the flooding tube and the side wall of the shell respectively；
Isolating bar, be contained in second accepting groove, the isolating bar around the flooding tube set one week, it is described every
Side from bar is fixedly connected with the demarcation strip, the both ends of the isolating bar relative two table with the division board respectively
Face is fixedly connected, and the isolating bar and the division board, the demarcation strip, the flooding tube are jointly with being encircled into planting plants
The first water stream channel, first water stream channel is connected with first apopore, the isolating bar and the division board,
The demarcation strip, the shell are jointly with the second water stream channel for being encircled into planting plants；Connection is offered on the isolating bar
Second apopore of first water stream channel and second water stream channel, second apopore, first apopore
The division board is close to the discharge outlet to set, second apopore and first apopore are by the division board phase
Every second apopore is separated by with the discharge outlet by the division board；
Wherein, sewage is successively through the water inlet, first accepting groove, the flooding tube, first apopore, institute
The first water stream channel, second apopore and second water stream channel are stated, and is discharged from the discharge outlet.
In one of the embodiments, the isolating bar surrounds an arcuate structure, and from one end of the isolating bar to another
One end, the radius of curvature of the arcuate structure gradually increase, and second apopore is located at the radius of curvature of the arcuate structure
Larger end.
In one of the embodiments, the isolating bar surrounds an arcuate structure, and from one end of the isolating bar to another
One end, the radius of curvature of the arcuate structure are equal.
In one of the embodiments, in addition to the stirring ball that is contained in first accepting groove, the stirring ball can
Slided in the presence of the sewage on the bottom of the shell.
In one of the embodiments, the inner surface of the bottom of the shell is raised, so that from center to edge, it is described outer
The inner surface of the bottom of shell gradually increases to the distance of opening.
In one of the embodiments, in addition to the barrier plate that is fixedly arranged in first accepting groove, the resistance
Baffle plate includes：
Plate-like body, the edge of the plate-like body are fixedly connected with the side wall of the shell, in the plate-like body
Portion offers through hole, and the position of the through hole is corresponding with the position of the opening of the flooding tube；
Stop bulge loop, be fixed on a surface of the plate-like body, and setting coaxial with the through hole；
Wherein, it is relative and described with the bottom of the shell to be connected with the side for stopping bulge loop for the plate-like body
Stop that the one end of bulge loop away from the plate-like body and the beeline of the inner surface of the bottom of the shell are less than the stirring
The diameter of ball, to prevent the stirring ball from sliding into the inside of the stop bulge loop.
In one of the embodiments, the aperture of the through hole is more than the external diameter of the flooding tube, with the insertion
Water flow buffer region is formed between the side wall in hole and the side wall of the flooding tube.
In one of the embodiments, in addition to multiple spaced intervals for being contained in second water stream channel
Plate, the side of each space bar are fixedly connected with the demarcation strip, and both ends respectively with the side wall of the shell and described
Isolating bar is fixedly connected, and second water stream channel is separated into multiple planting portions, and multiple institutes by multiple space bars
The plant stated in planting portion is different；The of the two neighboring planting portion of connection is offered on each space bar
Three apopores.
In one of the embodiments, in addition to drainage tube closed at both ends, the drainage tube are arranged in the demarcation strip,
A part of drainage tube is contained in second water stream channel, and drainage tube described in another part is contained in described first and housed
In groove, and multiple water holes are offered in the side wall of the drainage tube, wherein, the water in second water stream channel can pass through institute
State water hole to enter in the drainage tube, then enter through the water hole in first accepting groove.
A kind of sewage disposal component, including multiple above-mentioned sewage-treatment plants and connecting tube, a sewage disposal
The discharge outlet of device is connected by the connecting tube with the water inlet of sewage-treatment plant another described.
The accommodating cavity of shell is separated into the first accepting groove and second by using demarcation strip and received by above-mentioned sewage-treatment plant
Tank, flooding tube connect the first accepting groove and the second accepting groove, and isolating bar is set one week around flooding tube, and isolating bar is with isolating
Plate, demarcation strip, flooding tube are jointly with the first water stream channel for being encircled into planting plants, isolating bar and division board, demarcation strip, shell
It is common to match somebody with somebody the second water stream channel for being encircled into planting plants, and the second apopore, the first apopore and discharge outlet are close to isolate
Plate is set, and the second apopore and the first apopore are isolated plate and be separated by, and discharge outlet is isolated plate with the second apopore and is separated by,
That is the first apopore and the second apopore are located at the both ends of the first water stream channel respectively, and the second apopore and discharge outlet are located at respectively
The both ends of second water stream channel so that the water in flooding tube need to flow through almost after the first apopore enters the first water stream channel
The second water stream channel could be exited into after whole first water stream channel from the second apopore, then by almost whole second current
It could be discharged after passage from discharge outlet, i.e., sewage need to flow through almost whole first water stream channel and whole second water stream channel, from
And the first water stream channel and the second water stream channel are fully utilized, sewage can be with the first water stream channel and the second water
Plant in circulation road sufficiently contacts, and is effectively improved the purification efficiency of sewage, improves clean-up effect so that above-mentioned dirt
Water treatment facilities has preferable purification efficiency and preferable clean-up effect.
Brief description of the drawings
Fig. 1 is the structural representation of the sewage disposal component of an embodiment；
Fig. 2 is the axial section of each sewage-treatment plant of the sewage disposal component shown in Fig. 1；
Fig. 3 is the schematic diagram of the sewage-treatment plant shown in Fig. 2；
Fig. 4 is the schematic diagram of the sewage-treatment plant of two embodiments；
Fig. 5 is the schematic diagram of the sewage-treatment plant of three embodiments；
Fig. 6 is the axial section of the sewage-treatment plant of four embodiments；
Fig. 7 is the schematic diagram of the sewage-treatment plant shown in Fig. 6.
Embodiment
For the ease of understanding the present invention, the present invention is described more fully below with reference to relevant drawings.In accompanying drawing
Give the preferred embodiment of the present invention.But the present invention can realize in many different forms, however it is not limited to herein
Described embodiment.On the contrary, the purpose for providing these embodiments is to make the understanding to the disclosure more saturating
It is thorough comprehensive.
It should be noted that when element is referred to as " being fixed on " another element, it can be directly on another element
Or there may also be element placed in the middle.When an element is considered as " connection " another element, it can be directly connected to
To another element or it may be simultaneously present centering elements.Term as used herein " vertical ", " horizontal ", " left side ",
" right side " and similar statement are for illustrative purposes only.
Unless otherwise defined, all of technologies and scientific terms used here by the article is with belonging to technical field of the invention
The implication that technical staff is generally understood that is identical.Term used in the description of the invention herein is intended merely to description tool
The purpose of the embodiment of body, it is not intended that in the limitation present invention.
As shown in figure 1, the sewage disposal component 10 of an embodiment, including multiple sewage-treatment plants 100 and multiple companies
Adapter 200.
Sewage-treatment plant 100 is a kind of artificial wet field facilities for treating sewage.Also referring to Fig. 2 and Fig. 3, wherein, often
Individual sewage-treatment plant 100 includes shell 110, demarcation strip 120, flooding tube 130, division board 140 and isolating bar 150.
Shell 110 is the housing with an accommodating cavity.Shell 110 has opening 112 and the bottom relative with opening 112
114.In the illustrated embodiment, shell 110 is circular cylinder body.It is appreciated that in other embodiments, shell 110 can also
For oval cylinder, square cylinder etc., preferably circular cylinder, the regular shape of shell 110 of circular tube structure, no corner,
It can ensure that water smoothly passes over, the problem of water deposits caused by the presence of corner can be avoided.
Wherein, water inlet 116 and discharge outlet 117 are offered in the side wall of shell 110.Specifically, with the phase of discharge outlet 117
Than bottom 114 of the water inlet 116 closer to shell 110.
Demarcation strip 120 is contained in shell 110, and the edge of demarcation strip 120 is fixedly connected with the side wall of shell 110, and
The accommodating cavity of shell 110 is separated into the first accepting groove 118 and the second accepting groove 119, and the first accepting groove 118 and water inlet
116 are connected, and the second accepting groove 119 is connected with discharge outlet 117.Wherein, connection first is further opened with demarcation strip 120 to house
The intercommunicating pore 122 of the accepting groove 119 of groove 118 and second.Specifically in the illustrated embodiment, 120 generally circular plate of demarcation strip.Its
In, the first accepting groove 118 is located at the bottom of the second accepting groove 119, and the bottom 114 of shell 110 is the bottom of the first accepting groove 118
Portion, demarcation strip 120 are the bottom of the second accepting groove 119.Intercommunicating pore 122 is located at the middle part of demarcation strip 120.
Flooding tube 130 is the cylinder of one end open.In the illustrated embodiment, flooding tube 130 is cylinder.Flooding tube 130
It is arranged in intercommunicating pore 122, and is tightly connected with the side wall of intercommunicating pore 122, and the opening of flooding tube 130 is towards the bottom of shell 110
Portion 114, flooding tube 130 are connected with the first accepting groove 118.Wherein, the first apopore is offered in the side wall of flooding tube 130
132.In the illustrated embodiment, the first apopore 132 is multiple, and axial direction of multiple first apopores 132 along flooding tube 130
Arrangement.The aperture of one of those the first apopore 132 is more than the aperture of remaining the first apopore 132.
Further, screen pack (not shown), and screen pack masking flooding tube 130 are installed in the opening of flooding tube 130
Opening.By setting screen pack to be pre-processed with the sewage to entrance flooding tube 130.
Division board 140 is contained in the second accepting groove 119.The side of division board 140 is fixedly connected with demarcation strip 120, every
Both ends from plate 140 are fixedly connected with the side wall of flooding tube 130 and the side wall of shell 110 respectively.
Isolating bar 150 is regularly contained in the second accepting groove 119, and isolating bar 150 is set one week around flooding tube 130,
The side of isolating bar 150 is fixedly connected with demarcation strip 120, the both ends of isolating bar 150 relative two with division board 140 respectively
Surface is fixedly connected, and isolating bar 150 and division board 140, demarcation strip 120, flooding tube 130 are jointly with being encircled into planting plants 20
The first water stream channel 160.Wherein, the first water stream channel 160 is connected with the first apopore 132.Isolating bar 150 and division board
140th, demarcation strip 120, shell 110 are jointly with the second water stream channel 170 for being encircled into planting plants 20.Wherein, on isolating bar 150
Offer the second apopore 152 of the first water stream channel 160 of connection and the second water stream channel 170, the second apopore 152, first
Apopore 132 and discharge outlet 117 are close to division board 140 and set, and the second apopore 152 and the first apopore 132 are isolated
Plate 140 is separated by, and the second apopore 152 is isolated plate 140 with discharge outlet 117 and is separated by.That is the second apopore 152 and the first apopore
132 are located at the both sides of division board 140 respectively, and the second apopore 152 is located at the both sides of division board 140 with discharge outlet 117 respectively.I.e.
First apopore 132 and the second apopore 152 are located at the both ends of the first water stream channel 160, the second apopore 152 and draining respectively
Hole 117 is located at the both ends of the second water stream channel 170 respectively.
Wherein, sewage is successively through water inlet 116, the first accepting groove 118, flooding tube 130, the first apopore 132, the first water
Circulation road 160, the second apopore 152 and the second water stream channel 170, and discharged from discharge outlet 117, as shown in figure 3, in Fig. 3
Arrow represents the direction of current.
Wherein, the plant 20 planted in the first water stream channel 160 and the second water stream channel 170 be respectively selected from reed, hay grass,
Cattail, parasol bamboo, hybrid giant napier, scirpus triqueter, Scirpus tabernaemontani, Herba Cyperi Glomerati, papyrus, water hyacinth, great Piao, oenanthe stolonifera, Leersia Sw, duckweed, water
At least one of water spinach and Nasturtium officinale.Wherein, the plant 20 planted in the first water stream channel 160 and the second water stream channel 170
It is able to can also be differed with identical.
In the illustrated embodiment, isolating bar 150 surrounds an arcuate structure, and from one end of isolating bar 150 to the other end,
The radius of curvature of arcuate structure is equal.The arcuate structure that i.e. isolating bar 150 surrounds is circle, so that the first water stream channel
Without corner in 160 side wall, to ensure that water can smoothly pass over, avoid that water caused by the presence of corner deposits asks
Topic.
It is appreciated that in other embodiments, from one end of isolating bar 150 to the other end, the radius of curvature of arcuate structure
Gradually increase, the second apopore 152 are located at the larger end of radius of curvature of arcuate structure.Now, the court of the first apopore 132
Set to less one end of radius of curvature of arcuate structure.Or the arcuate structure that isolating bar 150 surrounds can also be ellipse.
Further, each sewage-treatment plant 100 also includes the stirring ball 180 being contained in the first accepting groove 118, stirs
Mixing ball 180 can slide on the bottom 114 in the presence of sewage in shell 110, to reach sewage in the first accepting groove 118 of stirring
Effect, so as to avoid the electrodeposition substance of sewage on the bottom 114 of shell 110.
Specifically, the material of stirring ball 180 is aluminium plastic composite material or igelite.
In the illustrated embodiment, it is two to stir ball 180.It is appreciated that in other embodiments, stir ball 180
Can be for one or more than two.
Further, the inner surface of the bottom 114 of shell 110 is raised, so that from center to edge, the bottom of shell 110
114 inner surface gradually increases to the distance of opening 112 so that stirring ball 180 can voluntarily from the central slide of shell 110 to
Edge, advantageously in stirring of the stirring ball 180 to sewage.
It is appreciated that being slided for the ease of stirring ball 180 in the bottom 114 of shell 110, the bottom 114 of shell 110 is unlimited
In for said structure, for example, in other embodiments, the inner surface of the bottom 114 of shell 110 is inclined-plane, from side to another
Side, the inner surface of the bottom 114 of shell 110 gradually increase to the distance of opening 112；Or the bottom 114 of shell 110 is interior
Surface indentation, and from center to edge, the inner surface of the bottom 114 of shell 110 is gradually reduced to the distance of opening 112.
Further, each sewage-treatment plant 100 also includes the barrier plate being fixedly arranged in the first accepting groove 118
190, barrier plate 190 includes plate-like body 192 and stops bulge loop 194.The side wall at the edge of plate-like body 192 and shell 110 is consolidated
Fixed connection, the middle part of plate-like body 192 offer through hole 196, and the position of through hole 196 and the opening of flooding tube 130
Position is corresponding.Stop bulge loop 194 be fixed on a surface of plate-like body 192, and with 196 coaxial setting of through hole.Its
In, the side that plate-like body 192 is connected with stop bulge loop 194 is relative with the bottom 114 of shell 110, and stops that bulge loop 194 is remote
The beeline of one end of plate-like body 192 and the inner surface of the bottom 114 of shell 110 is less than the diameter of stirring ball 180, with resistance
Only stirring ball 180 slides into the inside for stopping bulge loop 194.
Further, the aperture of through hole 196 is more than the external diameter of flooding tube 130, with the side wall of through hole 196 and water inlet
Water flow buffer region 300 is formed between the side wall of cylinder 130, so as to reduce pressure of the current to the opening of flooding tube 130.
Each connecting tube 200 connects two neighboring sewage-treatment plant 100.Wherein, the row of a sewage-treatment plant 100
The mouth of a river 117 is connected by connecting tube 200 with the water inlet 116 of another sewage-treatment plant 100.
The process that above-mentioned each sewage-treatment plant 100 handles sewage is specific as follows：
Sewage is entered in the first accepting groove 118 from the water inlet 116 of shell 110, in the presence of current, stirs ball
180 slide on the bottom 114 of shell 110, to stir the sewage in the first accepting groove 118, the stop bulge loop of barrier plate 190
194 prevent stirring balls 180 from sliding into the inside for stopping bulge loop 194, and the sewage in the first accepting groove 118 is through through hole 196, filtering
The opening of net and flooding tube 130 enters flooding tube 130, then is entered through the first apopore 132 in the first water stream channel 160, by
In the barrier effect of division board 140, the first apopore 132 and the second apopore 152 are located at the two of the first water stream channel 160 respectively
End, the second apopore 152 are located at the both ends of the second water stream channel 170 with discharge outlet 117 respectively so that into the first water stream channel
160 water need to be flowed into the second water stream channel 170, then pass through after whole first water stream channel 160 from the second apopore 152
After crossing whole second water stream channel 170, discharged from discharge outlet 117.
Wherein, the process of the whole processing of sewage component 10 sewage is specific as follows：
The processing water flowed out from the discharge outlet 117 of first sewage-treatment plant 100 passes through connecting tube 200, from adjacent
The water inlet 116 of sewage-treatment plant 100 enters the adjacent sewage-treatment plant 100.
Above-mentioned sewage-treatment plant 100 at least has advantages below：
(1) accommodating cavity of shell 110 is separated into the first receipts by above-mentioned sewage-treatment plant 100 by using demarcation strip 120
The accepting groove 119 of tank 118 and second, flooding tube 130 connect the first accepting groove 118 and the second accepting groove 119, the ring of isolating bar 150
Set one week around flooding tube 130, and isolating bar 150 and division board 140, demarcation strip 120, flooding tube 130 are matched somebody with somebody and be encircled into kind jointly
The first water stream channel 160 of plant 20 is planted, isolating bar 150 is matched somebody with somebody jointly with division board 140, demarcation strip 120, shell 110 to be encircled into
Second water stream channel 170 of planting plants 20, and the second apopore 152, the first apopore 132 and discharge outlet 117 be close to every
Set from plate 140, and the second apopore 152 and the first apopore 132 are located at the both sides of division board 140, discharge outlet 117 respectively
It is located at the both sides of division board 140 respectively with the second apopore 152, i.e. the first apopore 132 and the second apopore 152 are located at respectively
The both ends of first water stream channel 160, the second apopore 152 and discharge outlet 117 are located at the both ends of the second water stream channel 170 respectively,
So that the water in flooding tube 130 need to flow through almost whole first water after the first apopore 132 enters the first water stream channel 160
It could be flowed out after circulation road 160 from the second apopore 152, into the second water stream channel 170, then by almost whole second current
It could be discharged after passage 170 from discharge outlet 117, i.e., sewage need to flow through almost whole first water stream channel 160 and whole second water
Circulation road 170, so that the first water stream channel 160 and the second water stream channel 170 can be fully utilized, sewage can be with
Plant 20 in one water stream channel 160 and the second water stream channel 170 sufficiently contacts, and is effectively improved the purification effect of sewage
Rate, improve clean-up effect so that above-mentioned sewage-treatment plant 100 has preferable purification efficiency and preferable clean-up effect.
(2) shell 110 of sewage-treatment plant 100 is circular cylinder body on, and isolating bar 150 surrounds an arcuate structure, and
From the one end of isolating bar 150 to the other end, the radius of curvature of arcuate structure is equal, so that the first water stream channel 160 and
The side wall of two water stream channels 170 can ensure that water smoothly passes over, water deposits caused by avoiding the presence of corner without corner
The problem of.
(3) inner surface of the bottom 114 of the shell 110 of above-mentioned sewage-treatment plant 100 is raised, so that from center to side
Edge, the inner surface of the bottom 114 of shell 110 gradually increase to the distance of opening 112 so that stirring ball 180 can be voluntarily from outer
The central slide of shell 110 advantageously stirs to sewage in stirring ball 180 to edge, is advantageous to improve purification efficiency and purification
Effect.
As shown in figure 4, the sewage-treatment plant 100 of the embodiment of sewage-treatment plant 400 and one of two embodiments
Structure is similar, and the isolating bar 410 of the sewage-treatment plant 400 of two embodiments also surrounds an arcuate structure, differs only in：
From one end of isolating bar 410 to the other end, the radius of curvature of arcuate structure gradually increases, and the second apopore 412 is located at arc knot
The larger end of the radius of curvature of structure.The radius of curvature of first apopore 422 towards arcuate structure of flooding tube 420 is less
One end is set.This structure causes the width of the direction of motion along current, the first water stream channel 430 and the second water stream channel 440
Gradually increase, the first water stream channel 430 and the second water stream channel 440 of the structure are advantageous to improve the processing effect of sewage
Rate.
And due to the structure of sewage-treatment plant 400 and the sewage-treatment plant 100 of an embodiment of two embodiments
Structure it is similar, therefore, the sewage-treatment plants 400 of two embodiments also has the sewage-treatment plant 100 of an embodiment
The advantages of.
As shown in figure 5, the sewage-treatment plant 100 of the embodiment of sewage-treatment plant 500 and one of three embodiments
Structure is roughly the same, differs only in, and the sewage-treatment plant 500 of three embodiments also includes being contained in the second water stream channel
Multiple spaced space bars 520 in 510, the bottom side of each space bar 520 is fixed with demarcation strip (not shown) to be connected
Connect, side wall of the both ends respectively with isolating bar 540 and shell 550 is fixedly connected, and multiple space bars 520 are by the second water stream channel 510
Multiple planting portions 512 are separated into, and the plant in multiple planting portions 512 is different.Offered on each space bar 520
Connect the 3rd apopore 522 in two neighboring planting portion 512.Because the material of different plant absorptions is different, by setting
Multiple planting portions 512, and the different plant of plantation in multiple planting portions 512 are put, to remove in sewage not
Commaterial, so that sewage can be more pure after above-mentioned sewage-treatment plant 500, be advantageous to improve the purification of sewage
Effect.
In the illustrated embodiment, space bar 520 is 5, and the second water stream channel 510 is separated into six by 5 space bars 520
Individual planting portion 512.It is appreciated that space bar 512 is not limited to 5, in other embodiments, space bar 512 can be with
Less than 5 or more than 5.
Further, it is gradually reduced along the direction of motion of current, the area in multiple planting portions 512.
And due to the structure of sewage-treatment plant 500 and the sewage-treatment plant 100 of an embodiment of three embodiments
Structure it is similar, therefore, the sewage-treatment plants 500 of three embodiments also has the sewage-treatment plant 100 of an embodiment
The advantages of.
As shown in Figure 6 and Figure 7, at the structure of the sewage-treatment plant 600 of four embodiments and the sewage of an embodiment
It is similar to manage the structure of device 100, differs only in, the sewage-treatment plant 600 of four embodiments also includes closed at both ends draw
Flow tube 610, drainage tube 610 are arranged in demarcation strip 620, and a part of drainage tube 610 is contained in the second water stream channel 630, another
Part drainage tube 610 is contained in the first accepting groove 640, and multiple water holes 612 are offered in the side wall of drainage tube 610, its
In, the water in the second water stream channel 630 can be entered in drainage tube 610 by water hole 612, then enter first through water hole 612
In accepting groove 640.
Specifically in the illustrated embodiment, drainage tube 610 be L-type structure, drainage tube 610 including first support arm 614 and with
The second support arm 616 that first support arm 614 communicates, first support arm 614 is arranged in demarcation strip 620, and a part of first support arm 614 is received
It is dissolved in the second water stream channel 630, another part first support arm 614 is housed in the first accepting groove 640, and second support arm 616 houses
In the first accepting groove 640, multiple water holes 612 are offered in first support arm 614 and second support arm 616.
In the illustrated embodiment, the first support arm 614 of drainage tube 610 is located at the same of division board 660 with discharge outlet 650
Side, and first support arm 614 is set close to discharge outlet 650, so that water after the processing of the second water stream channel 630 is again at circulation
Reason, to improve the degree of purity for handling water.Now, whole second water stream channel 630 is passed through into the water of the second water stream channel 630
Afterwards, a part of water is discharged from discharge outlet 650, and another part water is entered by being arranged on the drainage tube 610 near discharge outlet 650
In first accepting groove 640, circulated again.
It is appreciated that in other embodiments, first support arm 614 and the discharge outlet 650 of drainage tube 610 can also distinguish position
In the both sides of division board 660, i.e. the first support arm 614 of drainage tube 610 is located at the same of division board 660 with the second apopore 670
Side.
And due to the structure of sewage-treatment plant 600 and the sewage-treatment plant 100 of an embodiment of four embodiments
Structure it is similar, therefore, the sewage-treatment plants 600 of four embodiments also has the sewage-treatment plant 100 of an embodiment
The advantages of.
Each technical characteristic of embodiment described above can be combined arbitrarily, to make description succinct, not to above-mentioned reality
Apply all possible combination of each technical characteristic in example to be all described, as long as however, the combination of these technical characteristics is not deposited
In contradiction, the scope that this specification is recorded all is considered to be.
Embodiment described above only expresses the several embodiments of the present invention, and its description is more specific and detailed, but simultaneously
Can not therefore it be construed as limiting the scope of the patent.It should be pointed out that come for one of ordinary skill in the art
Say, without departing from the inventive concept of the premise, various modifications and improvements can be made, these belong to the protection of the present invention
Scope.Therefore, the protection domain of patent of the present invention should be determined by the appended claims.
Claims (7)
- A kind of 1. sewage-treatment plant, it is characterised in that including：Shell, for the housing with an accommodating cavity, the shell has opening and the bottom relative with the opening, the shell Side wall on offer water inlet and discharge outlet；Demarcation strip, it is contained in the shell, and the edge of the demarcation strip is fixedly connected with the side wall of the shell, and by institute State accommodating cavity and be separated into the first accepting groove and the second accepting groove, and first accepting groove is connected with the water inlet, it is described Second accepting groove is connected with the discharge outlet；Connection first accepting groove and described second is offered on the demarcation strip to receive The intercommunicating pore of tank；Flooding tube, it is the cylinder of one end open, the flooding tube is arranged in the intercommunicating pore, and close with the side wall of the intercommunicating pore Envelope connection, and the opening of the flooding tube is connected towards the bottom of the shell, the flooding tube with first accepting groove； The first apopore is offered in the side wall of the flooding tube；Division board, be contained in second accepting groove, the side of the division board is fixedly connected with the demarcation strip, it is described every Both ends from plate are fixedly connected with the side wall of the flooding tube and the side wall of the shell respectively；Isolating bar, it is contained in second accepting groove, the isolating bar is set one week around the flooding tube, the isolating bar Side be fixedly connected with the demarcation strip, relative two surface of the both ends of the isolating bar respectively with the division board is consolidated Fixed connection, and the isolating bar and the division board, the demarcation strip, the flooding tube are jointly with being encircled into the of planting plants One water stream channel, first water stream channel are connected with first apopore, the isolating bar and the division board, described Demarcation strip, the shell are jointly with the second water stream channel for being encircled into planting plants；Offered on the isolating bar described in connection Second apopore of the first water stream channel and second water stream channel, second apopore, first apopore and institute To state discharge outlet and be close to the division board setting, second apopore and first apopore are separated by by the division board, Second apopore is separated by with the discharge outlet by the division board；Wherein, sewage is successively through the water inlet, first accepting groove, the flooding tube, first apopore, described One water stream channel, second apopore and second water stream channel, and discharged from the discharge outlet；Also include the stirring ball being contained in first accepting groove, the stirring ball can be in the presence of the sewage described Slided on the bottom of shell；The inner surface of the bottom of the shell is raised, so that from center to edge, the bottom of the shell Inner surface gradually increases to the distance of opening；Also include the barrier plate being fixedly arranged in first accepting groove, the barrier plate includes：Plate-like body, the edge of the plate-like body are fixedly connected with the side wall of the shell, are opened in the middle part of the plate-like body Provided with through hole, and the position of the through hole is corresponding with the position of the opening of the flooding tube；Stop bulge loop, be fixed on a surface of the plate-like body, and setting coaxial with the through hole；Wherein, the plate-like body be connected with the stop bulge loop side it is relative with the bottom of the shell, and the stop The beeline of the one end of bulge loop away from the plate-like body and the inner surface of the bottom of the shell is less than the stirring ball Diameter, to prevent the stirring ball from sliding into the inside of the stop bulge loop.
- 2. sewage-treatment plant according to claim 1, it is characterised in that the isolating bar surrounds an arcuate structure, and From one end of the isolating bar to the other end, the radius of curvature of the arcuate structure gradually increases, and second apopore is located at The larger end of the radius of curvature of the arcuate structure.
- 3. sewage-treatment plant according to claim 1, it is characterised in that the isolating bar surrounds an arcuate structure, and From one end of the isolating bar to the other end, the radius of curvature of the arcuate structure is equal.
- 4. sewage-treatment plant according to claim 1, it is characterised in that the aperture of the through hole is more than the water inlet The external diameter of cylinder, to form water flow buffer region between the side wall of the through hole and the side wall of the flooding tube.
- 5. sewage-treatment plant according to claim 1, it is characterised in that also include being contained in second water stream channel In multiple spaced space bars, the side of each space bar is fixedly connected with the demarcation strip, and both ends difference It is fixedly connected with the side wall of the shell and the isolating bar, second water stream channel is separated into more by multiple space bars Individual planting portion, and the plant in multiple planting portions is different；It is adjacent that connection is offered on each space bar 3rd apopore in two planting portions.
- 6. sewage-treatment plant according to claim 1, it is characterised in that described also including drainage tube closed at both ends Drainage tube is arranged in the demarcation strip, and a part of drainage tube is contained in second water stream channel, described in another part Drainage tube is contained in first accepting groove, and multiple water holes are offered in the side wall of the drainage tube, wherein, described Water in two water stream channels can be entered in the drainage tube by the water hole, then entered described first through the water hole and received In tank.
- 7. a kind of sewage disposal component, is characterised by, including multiple sewage disposals as described in claim 1~6 any one Device and connecting tube, the discharge outlet of a sewage-treatment plant pass through the connecting tube and another described sewage disposal The water inlet of device is connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510694980.4A CN105293705B (en) | 2015-10-22 | 2015-10-22 | Sewage treatment device and sewage treatment assembly |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510694980.4A CN105293705B (en) | 2015-10-22 | 2015-10-22 | Sewage treatment device and sewage treatment assembly |
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| CN105293705A CN105293705A (en) | 2016-02-03 |
| CN105293705B true CN105293705B (en) | 2018-01-30 |
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| CN201510694980.4A Expired - Fee Related CN105293705B (en) | 2015-10-22 | 2015-10-22 | Sewage treatment device and sewage treatment assembly |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20030010076A (en) * | 2001-07-25 | 2003-02-05 | 원유훈 | Waste-water disposal plant |
| US7674378B2 (en) * | 2006-12-19 | 2010-03-09 | Modular Wetland Systems, Inc. | Wetland water treatment system |
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| CN201056522Y (en) * | 2007-05-16 | 2008-05-07 | 山东大学 | Undercurrent and drift current integrated artificial wet land |
| CN101987761A (en) * | 2009-07-29 | 2011-03-23 | 江苏省环境科学研究院 | Underflow landscape green land system with concentric structure for deeply disposing small-scale distributed domestic sewage |
| CN102502970A (en) * | 2011-11-30 | 2012-06-20 | 中国科学院地理科学与资源研究所 | Stepped subsurface-flow constructed wetland domestic sewage treatment device |
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| CN105293705A (en) | 2016-02-03 |
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