CN203307178U - Wastewater treatment tank - Google Patents
Wastewater treatment tank Download PDFInfo
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- CN203307178U CN203307178U CN2013203136470U CN201320313647U CN203307178U CN 203307178 U CN203307178 U CN 203307178U CN 2013203136470 U CN2013203136470 U CN 2013203136470U CN 201320313647 U CN201320313647 U CN 201320313647U CN 203307178 U CN203307178 U CN 203307178U
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- Prior art keywords
- tank
- pond
- aeration tube
- water
- sewage treatment
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Abstract
The utility model discloses a wastewater treatment tank. According to the technical scheme, the wastewater treatment tank is characterized by comprising a tank body, wherein a water inlet is formed in one end of the tank body, a water outlet is formed in the other end of the tank body, the tank body is sequentially divided into an adjusting tank, a reaction tank and a disinfection tank by division plates, is divided into at least one anaerobic tank, at least one aerobiotic tank and a sedimentation tank are separated by division plates and sequentially arranged at one end of the reaction tank, which is adjacent to the adjusting tank; water passing devices are arranged in each tank of the reaction tank, bottom plates are arranged at the bottom of each tank of the reaction tank, gaps are formed between the bottom plates and the tank body, the water passing devices comprise water passing pipes and water passing holes formed in the division plates, one ends of the water passing pipes are inserted into the reaction tank, the other ends of the water passing pipes are connected with the water passing holes in the division plates, and the water passing holes are positioned at the upper ends of the division plates. The wastewater treatment tank is simple in structure, convenient to install and capable of completely clearing wastewater.
Description
Technical field
The utility model belongs to technical field of sewage, and more particularly, it relates to a kind of sewage treatment pot.
Background technology
During " 12 ", country will further strengthen town sewage will be processed to rural sewage treatment unit's supporting dynamics, focusing on focusing on dispersion treatment of sewage combines, encourage sparsely populated village will advance distributing, low cost, the wastewater treatment facility construction of easy care.
The middle-size and small-size Sewage treatment systems of distributing beyond municipal sewage plant's pipe network, particularly the new rural area life in the countryside environmental wastewater administration way of renovating in flakes is through groping after a while, processing with the shared purification tank mode of Japanese rural colony draining (being that rural sewage focuses on mode) and single household and many families of basic employing at present, contrast Japanese sewage population popularity rate 86.9%.The people in the countryside sewage disposal popularity rate of China is less than 5% also, illustrates that our sewage disposal popularization is also shouldered heavy responsibilities, the paces and the dynamics that need us to accelerate to take action.At present, the facility that sewage is processed is from meeting the sewage work of big and medium-sized cities sewage disposal, arrive the device of sewage disposal among a small circle such as biotope, school, office, greatly mainly with the sewage processing mode up to standard of brick structures, skeleton construction mode want site operation, take a lot of work, long construction period, cost is higher, also can't carry out miniaturization construction and product batch production.
Through retrieval, find that the patent No. is that 200910069815.4 patent names are a kind of sewage treatment pot, comprise reactor, reactor one end is connected with water-in, the other end is connected with water outlet, with dividing plate, will in reactor, be separated out successively water leg, reflection unit and clean water basin from water-in to water outlet, with dividing plate, will in reaction member, be divided into successively all the time at least one anaerobic pond, at least one Aerobic Pond, MBBR, second pond and catalyzed oxidation pond from neighbor set tank one end, reflection had the water device in each pond, unit.But there are two large shortcomings in this sewage treatment pot.One, internal structure more complicated, the unreasonable meeting that bothered the design of water device is installed through processing or process incomplete sewage, not flowing in next reaction tank and cause the sewage cleaning not thorough, two, to make sewage process in Aerobic Pond not thorough for the unreasonable aeration weak effect of the structure design of this sewage treatment pot aerating system.
The utility model content
For the deficiency that prior art exists, the purpose of this utility model is to provide a kind of simple in structure, easy for installation, sewage to clear up sewage treatment pot thoroughly.
For achieving the above object, the utility model provides following technical scheme: a kind of sewage treatment pot, comprise the tank body body, tank body body one end is provided with water-in, the other end is provided with water outlet, the tank body body is divided into equalizing tank successively by dividing plate, reaction tank, sterilization pool, described reaction tank comprises that an end of contiguous equalizing tank is divided at least one anaerobic pond by dividing plate successively, at least one Aerobic Pond and settling tank, in reaction tank, be provided with the water device in each pond, equalizing tank, anaerobic pond, the Aerobic Pond bottom is equipped with base plate, between described base plate and tank body body, be provided with clearance portion, the described water device of crossing comprised water pipe and was arranged on the water hole on dividing plate, described water pipe excessively one end inserts the other end in pond and is connected with the water hole on dividing plate, described water hole is positioned at the dividing plate upper end.
By adopting technique scheme, described reaction tank comprises that an end of contiguous equalizing tank is divided at least one anaerobic pond by dividing plate successively, at least one Aerobic Pond and settling tank, in reaction tank, be provided with the water device in each pond, in reaction tank, each bottom, pond is equipped with base plate, between described base plate and tank body body, be provided with clearance portion, the described water device of crossing comprised water pipe and was arranged on the water hole on dividing plate, described water pipe excessively one end inserts the other end in pond and is connected with the water hole on dividing plate, described water hole is positioned at the dividing plate upper end, through sewage that anaerobic pond is processed, automatically flow to Aerobic Pond at the water hole of crossing water pipe and being arranged in the dividing plate upper end in inserting pond under Water Pressure, through under the effect of sewage at hydraulic pressure that Aerobic Pond is processed, flowing in next treating pond, this water mode has excessively not only effectively overcome in the prior art crosses the defect that the water device does not thoroughly just enter next reaction tank because of a upper reaction tank to sewage disposal, and simple in structure, easy for installation.
The utility model further is set to: described base plate is provided with filter opening, described Aerobic Pond bottom space is provided with aerating apparatus, described aerating apparatus comprises the induction pipe of aeration tube support, aeration tube, connection aeration tube and extraneous blower fan, and described aeration tube is provided with solarization air cap.
The utility model further is set to: described aeration tube support comprises rack body, described rack body comprises base plate, and the left plate of base plate left and right sides connection, right side plate, on described biside plate inwall, be equipped with mount pad, described mount pad comprise successively connect be used to arc installation portion that aeration tube is installed and the clamping section of the bending along the arc installation portion to side plate, described clamping section free end is less than the external diameter of aeration tube with the distance between corresponding side plate with it, described mount pad quantity is at least four, the height of described mount pad is positioned at the same level height.
By adopting technique scheme, aeration tube is installed, be only aeration tube need be put into to the installation portion of the mount pad on the side plate inwall, can be so that aeration tube well be stuck in mount pad under the effect of the clamping of clamping section, the installation stability of raising aeration tube is high and then improve the aeration effect, sewage is processed more thorough in Aerobic Pond.
The utility model further is set to: reflux is installed in described settling tank, and described reflux comprises reflux pump, return line, and return line one end is connected with reflux pump, and the other end is positioned at anaerobic pond.
By adopting technique scheme, reflux is installed in settling tank, described reflux comprises reflux pump, return line, return line one end is connected with reflux pump, the other end is positioned at anaerobic pond, and sewage flows into settling tank automatically from Aerobic Pond, carries out secondary sedimentation, in pond, part water is back to anaerobic pond, the ammonia nitrogen in can better disposing of sewage.
The utility model further is set to: in described anaerobic pond and Aerobic Pond, be equipped with the elasticity bridging, place anaerobe in described anaerobic pond, place aerobe in described Aerobic Pond.
By adopting technique scheme, in anaerobic pond and Aerobic Pond, be equipped with the elasticity bridging, in described anaerobic pond, place anaerobe, in described Aerobic Pond, place aerobe, anaerobe carries out through the water device, automatically flowing in Aerobic Pond after anaerobic treatment to sewage, and the aerobe in Aerobic Pond carries out aerobic treatment to sewage under the effect of aerating apparatus.
The utility model further is set to: put an access hole is set at least on corresponding each reaction tank of described tank body body, between described adjacent access hole, be provided with ventpipe, described ventpipe is provided with the firedamp drainage pipe, and described firedamp drainage pipe extends to tank body, and this is external.
By adopting technique scheme, on corresponding each reaction tank of tank body body, put an access hole is set at least, can conveniently to the parts of sewage treatment pot inside, install and check.
By adopting technique scheme, between described adjacent access hole, be provided with ventpipe, described ventpipe is provided with the firedamp drainage pipe, described firedamp drainage pipe extends to tank body, and this is external, can make in case in tank body biogas gather explosion caused.
The utility model further is set to: described tank body body, dividing plate, aeration tube support are glass-reinforced plastic material and make.
By adopting technique scheme, tank body body, dividing plate, aeration tube support are glass-reinforced plastic material and make, and improve the erosion resistance of sewage treatment pot, extend the work-ing life of sewage treatment pot.
The accompanying drawing explanation
Fig. 1 is the structural representation of the utility model sewage treatment pot embodiment;
Fig. 2 is the structural representation that the utility model sewage treatment pot embodiment crosses the water device;
Fig. 3 is the structural representation of the utility model sewage treatment pot embodiment Aerobic Pond bottom;
Fig. 4 is the structural representation of the utility model sewage treatment pot embodiment aeration tube support;
Fig. 5 is the front view of the utility model sewage treatment pot embodiment aeration tube support.
Embodiment
Referring to figs. 1 through Fig. 5, the utility model sewage treatment pot embodiment is described further.
A kind of sewage treatment pot, comprise tank body body 1, tank body body 1 one ends are provided with water-in 11, the other end is provided with water outlet 12, tank body body 1 is divided into equalizing tank 10 successively by dividing plate, reaction tank, sterilization pool, (it should be noted that herein, the present embodiment is the sanitary sewage disposal tank preferably, therefore in Figure of description, not drawing sterilization pool) described reaction tank comprises that an end of contiguous equalizing tank 10 is successively by dividing plate 2, 3, 4, 5 are divided into an anaerobic pond 6, two Aerobic Ponds 7 and settling tank 8, in reaction tank, be provided with the water device in each pond, equalizing tank 10, anaerobic pond 6, Aerobic Pond 7 bottoms are equipped with base plate 9, described base plate 9 is provided with clearance portion with each pond and tank body body 1, the described water device of crossing comprised water pipe and was arranged on the water hole on dividing plate, described water pipe excessively one end inserts the other end in pond and is connected with the water hole on dividing plate, described water hole is positioned at the dividing plate upper end, anaerobic pond 6 and equalizing tank 10 cross the water device comprise insert equalizing tank 10 cross water pipe 101 and be arranged on equalizing tank 10 and anaerobic pond 6 between water hole 21 on dividing plate 2, the water device of crossing between anaerobic pond 6 and Aerobic Pond 7 comprises 31 on water pipe 61 and the dividing plate 3 of crossing inserted in anaerobic pond, the water device of crossing between two Aerobic Ponds 7 comprises the water hole 41 on water pipe 71 and adjacent separator 4 of crossing inserted in last Aerobic Pond, the water device of crossing between Aerobic Pond 7 and settling tank 8 is the water hole 51 on water pipe 72 and dividing plate 5 of crossing in insertion Aerobic Pond 7, because the water hole height can effectively avoid in prior art crossing the unreasonable shortcoming that causes last reaction tank sewage disposal thoroughly just not enter next reaction tank of water device design higher than the height of crossing water pipe, can under the effect at hydraulic pressure, automatically flow in next reaction tank through the upper sewage of processing with a reaction tank.
Described base plate 9 is provided with filter opening 91, described Aerobic Pond 7 bottom spaces are provided with aerating apparatus, described aerating apparatus comprises that aeration tube support 13, aeration tube 14, connection aeration tube 14 (it should be noted that with extraneous blower fan herein, in Figure of description, do not draw blower fan) induction pipe 15, described aeration tube 14 is provided with solarization air cap 141.
Described aeration tube support 13 comprises rack body 131, described rack body 131 comprises base plate 1311, and the left plate 1312 of base plate 1311 left and right sides connections, right side plate 1313, described biside plate 1312, on 1313 inwalls, be equipped with mount pad 16, described mount pad 16 comprise successively connect be used to arc installation portion 161 that aeration tube 14 is installed and the clamping sections 162 of 1312 bendings along arc installation portion 161 to side plate, described clamping section 162 free ends are less than the external diameter of aeration tube 14 with the distance between corresponding side plate 1312 with it, described mount pad 16 quantity are at least four, the height of described mount pad 16 is positioned at the same level height.
By adopting technique scheme, whole mount pad 16 can be put into the space of Aerobic Pond 7 bottoms, aeration tube 14 is installed, be only aeration tube 14 need be put into to the installation portion 161 of the mount pad 16 on the side plate inwall, described rack body 131 comprises base plate 1311, and the left plate 1312 of base plate 1311 left and right sides connections, right side plate 131, described biside plate 1312, on 1313 inwalls, be equipped with mount pad 16, described mount pad 16 comprise successively connect be used to arc installation portion 161a that aeration tube 14 is installed and the clamping section 162a of 1312 bendings along arc installation portion 161a to side plate, described clamping section 162a free end is less than the external diameter of aeration tube 14 with the distance between corresponding side plate 1312 with it, (it should be noted that herein, arc installation portion 161 b are along the clamping section 162b of arc installation portion 161b to 1313 bendings, distance between clamping section 162b free end and side plate 1313 also is less than the external diameter of aeration tube 14, ) described mount pad 16 quantity are at least four, (it should be noted that herein, two mount pads 16 are set on left plate 1312 at least, two mount pads 16 are set at least) on right side plate 1313, when aeration tube 14 is installed, only clamping section 162a free end need be pulled open gently aeration tube 14 is put into to mount pad 16, because mount pad 16 is connected with side plate 1312 on one side, therefore also side plate 112 can be used as a baffle plate of mount pad 16, aeration tube 14 is kept off in mount pad 16, can be so that aeration tube 14 well be stuck in mount pad 16 under the effect of the clamping of clamping section 162a, the installation stability that has improved aeration tube 14 is high, this project organization is simple, easy to use, improve the installation stability of aeration tube 14 high and then improve the aeration effect, sewage is processed more thorough in Aerobic Pond.
The interior installation reflux of described settling tank 8, described reflux comprise reflux pump (it should be noted that, do not draw reflux pump in Figure of description), return line 82 herein, and return line 82 1 ends are connected with reflux pump, and the other end is positioned at anaerobic pond 6.
By adopting technique scheme, at the interior installation reflux of settling tank 8, described reflux comprises reflux pump, return line 82, return line 82 1 ends are connected with reflux pump, the other end is positioned at anaerobic pond 6, and sewage flows into settling tank 8 automatically from Aerobic Pond 7, carries out secondary sedimentation, in pond the part sewage backflow is to anaerobic pond 6, the ammonia nitrogen in can better disposing of sewage.
In described anaerobic pond 6 and Aerobic Pond 7, be equipped with the elasticity bridging, place anaerobe in described anaerobic pond 6, place aerobe in described Aerobic Pond.
By adopting technique scheme, in anaerobic pond 6 and Aerobic Pond 7, be equipped with the elasticity bridging, in described anaerobic pond 6, place anaerobe, in described Aerobic Pond 7, place aerobe, anaerobe carries out through the water device, automatically flowing in Aerobic Pond 7 after anaerobic treatment to sewage, and the aerobe in Aerobic Pond 7 carries out aerobic treatment to sewage under the effect of aerating apparatus.
On corresponding each reaction tank of described tank body body 1, put an access hole 17 is set respectively, be provided with ventpipe 18 between described adjacent access hole 17, described ventpipe 18 is provided with firedamp drainage pipe 19, and described firedamp drainage pipe 19 extends to outside tank body body 1.
By adopting technique scheme, on corresponding each reaction tank of tank body body 1, put access hole is set, can conveniently to the parts of sewage treatment pot inside, install and check.
By adopting technique scheme, between described adjacent access hole, be provided with ventpipe 18, described ventpipe 18 is provided with firedamp drainage pipe 19, described firedamp drainage pipe 19 extends to outside tank body body 1, can make in case in tank body biogas gather explosion caused.
Described tank body body 1, dividing plate 2,3,4,5, aeration tube support 13 is glass-reinforced plastic material and makes.
By adopting technique scheme, tank body body 1, dividing plate 2,3,4,5, aeration tube support 13 is glass-reinforced plastic material and makes, and improves the erosion resistance of sewage treatment pot, extends the work-ing life of sewage treatment pot.
The above is only preferred implementation of the present utility model, and protection domain of the present utility model also not only is confined to above-described embodiment, and all technical schemes belonged under the utility model thinking all belong to protection domain of the present utility model.It should be pointed out that for those skilled in the art, in the some improvements and modifications that do not break away under the utility model principle prerequisite, these improvements and modifications also should be considered as protection domain of the present utility model.
Claims (7)
1. sewage treatment pot, comprise the tank body body, tank body body one end is provided with water-in, the other end is provided with water outlet, the tank body body is divided into equalizing tank successively by dividing plate, reaction tank, sterilization pool, it is characterized in that: described reaction tank comprises that an end of contiguous equalizing tank is divided at least one anaerobic pond by dividing plate successively, at least one Aerobic Pond and settling tank, reaction tank was provided with the water device in each pond, equalizing tank, anaerobic pond, the Aerobic Pond bottom is equipped with base plate, between described base plate and tank body body, be provided with clearance portion, the described water device of crossing comprised water pipe and was arranged on the water hole on dividing plate, the described mistake in water pipe one end insertion reaction pond, the other end is connected with the water hole on dividing plate, described water hole is positioned at the dividing plate upper end.
2. sewage treatment pot according to claim 1, it is characterized in that: described base plate is provided with filter opening, described Aerobic Pond bottom space is provided with aerating apparatus, described aerating apparatus comprises the induction pipe of aeration tube support, aeration tube, connection aeration tube and extraneous blower fan, and described aeration tube is provided with solarization air cap.
3. sewage treatment pot according to claim 2, it is characterized in that: described aeration tube support comprises rack body, described rack body comprises base plate, and the left plate of base plate left and right sides connection, right side plate, on described biside plate inwall, be equipped with mount pad, described mount pad comprise successively connect be used to arc installation portion that aeration tube is installed and the clamping section of the bending along the arc installation portion to side plate, described clamping section free end is less than the external diameter of aeration tube with the distance between corresponding side plate with it, described mount pad quantity is at least four, the height of described mount pad is positioned at the same level height.
4. sewage treatment pot according to claim 3 is characterized in that: reflux is installed in described settling tank, and described reflux comprises reflux pump, return line, and return line one end is connected with reflux pump, and the other end is positioned at anaerobic pond.
5. sewage treatment pot according to claim 4, is characterized in that: in described anaerobic pond and Aerobic Pond, be equipped with the elasticity bridging, place anaerobe in described anaerobic pond, place aerobe in described Aerobic Pond.
6. sewage treatment pot according to claim 5, it is characterized in that: put an access hole is set at least on corresponding each reaction tank of described tank body body, between described adjacent access hole, be provided with ventpipe, described ventpipe is provided with the firedamp drainage pipe, and described firedamp drainage pipe extends to tank body, and this is external.
7. sewage treatment pot according to claim 6, it is characterized in that: described tank body body, dividing plate, aeration tube support are glass-reinforced plastic material and make.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013203136470U CN203307178U (en) | 2013-05-31 | 2013-05-31 | Wastewater treatment tank |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013203136470U CN203307178U (en) | 2013-05-31 | 2013-05-31 | Wastewater treatment tank |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203307178U true CN203307178U (en) | 2013-11-27 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2013203136470U Expired - Fee Related CN203307178U (en) | 2013-05-31 | 2013-05-31 | Wastewater treatment tank |
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| Country | Link |
|---|---|
| CN (1) | CN203307178U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106976971A (en) * | 2017-04-24 | 2017-07-25 | 江苏大湖环境工程有限公司 | Integrated effluent disposal system |
-
2013
- 2013-05-31 CN CN2013203136470U patent/CN203307178U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106976971A (en) * | 2017-04-24 | 2017-07-25 | 江苏大湖环境工程有限公司 | Integrated effluent disposal system |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20131127 Termination date: 20140531 |