CN202643394U - HC (hydrocarbon compound) coagulating sedimentation integrated sewage treatment device - Google Patents
HC (hydrocarbon compound) coagulating sedimentation integrated sewage treatment device Download PDFInfo
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- CN202643394U CN202643394U CN 201220213252 CN201220213252U CN202643394U CN 202643394 U CN202643394 U CN 202643394U CN 201220213252 CN201220213252 CN 201220213252 CN 201220213252 U CN201220213252 U CN 201220213252U CN 202643394 U CN202643394 U CN 202643394U
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- tank
- coagulation
- settling tank
- precipitation tank
- coagulating
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Abstract
The utility model discloses an HC (hydrocarbon compound) coagulating sedimentation integrated sewage treatment device. The device comprises a coagulation reaction tank and a precipitation tank, wherein an inclined tube packing layer is arranged in the precipitation tank; the coagulation reaction tank is fixed on the upper part of one side of the precipitation tank, and provided with a coagulation fluid discharge pipe; one end of the coagulation fluid discharge pipe is positioned in the space of the upper part of the coagulation reaction tank, and the other end of the coagulation fluid discharge pipe passes through the bottom of the coagulation reaction tank and communicated with a porous water distribution pipe in the precipitation tank through a connecting pipe. According to the integrated structure of the coagulation tank and the precipitation tank in the utility model, the material of a long edge wall of the coagulation tank can be saved, inconvenient assembly of an inclined tube close to a vertical pipeline in the precipitation tank is avoided, the integration and nice appearance of the inclined tube packing can be guaranteed, and better effect of separating sludge and water is ensured; and mixed fluid is stably precipitated from the start end of the precipitation tank to the terminal of the precipitation tank, the supernatant is discharged from a terminal downflow weir, and the effluent is much more stable.
Description
Technical field
The utility model relates to a kind of HC coagulating sedimentation integrated sewage treating apparatus, belongs to technical field of sewage.
Background technology
At present, the domestic processing than low discharge (≤100m
3When adopting coagulation sedimentation method in/h) the sewage, often adopt coagulation basin and settling tank as two separate units, coagulation basin adopts mechanical stirring, elevation is higher, settling tank adopts tube settling, elevation is lower, sewage behind the coagulating directly vertically enters in the tube settler by connecting tube, namely this connecting tube vertically is connected to tube settler bottom water distributor, because settling tank needs certain altitude, spoil disposal often adopts the dynamical type spoil disposal, and connecting tube vertically connects tube settler bottom water distributor and can cause in the settling tank the other inclined tube of vertical ducting that inconvenience is installed, and the dynamical type spoil disposal need consume certain energy, and owing to be two separate units, so floor space is also relatively large.
Summary of the invention
The purpose of this utility model is to provide the HC coagulating sedimentation integrated sewage treating apparatus that a kind of floor space is little, the inclined tube installation and repairing convenient and sludge discharge effects is good, water outlet is in stable condition.
HC coagulating sedimentation integrated sewage treating apparatus of the present utility model, comprise for sewage being carried out with the coagulating groove of medicament combination treatment and for the settling tank that mud is separated with water, be provided with the inclined tube packing layer in the described settling tank, described coagulating groove is fixed on the top of settling tank one side and is provided with a coagulant liquid outflow tube in the coagulating groove, one end of described coagulant liquid outflow tube is positioned at the upper space of coagulating groove, and the other end passes the bottom of coagulating groove and is connected with porous water distributor in the settling tank by pipe connecting.
Inclined tube packing layer above described porous water distributor is provided with spoiler.
In described settling tank the inclined tube packing layer below be provided with for the set mud the taper bucket.
The bottom of described settling tank is provided with the porous shore pipe for output mud.
Described rising pipe place is provided be used to the overflow weir that prevents the sewage washover.
HC coagulating sedimentation integrated sewage treating apparatus of the present utility model is by adopting coagulation basin and settling tank integral structure, saved the material of the long limit of coagulation basin wall, floor space is less, the coagulant liquid outflow tube connects the water distributor in the settling tank from coagulating trench bottom, settling tank outer end, avoided the other inclined tube installation of vertical ducting inconvenience in the settling tank, made inclined tube filler tool globality and aesthetic property; The spoiler of porous water distributor top and the design of taper bucket guaranteed better mud and moisture from effect; Just hold to settling tank terminal settling in mixed solution autoprecipitation pond, and supernatant liquor is discharged through the terminal overflow weir, makes water outlet more stable.
Description of drawings
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the plan structure synoptic diagram of Fig. 1.
Among the figure: 1, porous water distributor; 2, spoiler; 3, coagulant liquid outflow tube; 4, coagulating groove; 5, whipping appts; 6, water inlet pipe; 7, overflow weir; 8, rising pipe; 9, inclined tube packing layer; 10, settling tank; 11, taper bucket; 12, porous shore pipe.
Embodiment
Such as Fig. 1, shown in Figure 2, HC coagulating sedimentation integrated sewage treating apparatus of the present utility model, comprise for the coagulating groove 4 that sewage is carried out with the medicament combination treatment, and for the settling tank 10 that mud is separated with water, be provided with inclined tube packing layer 9 in the settling tank, coagulating groove 4 is fixed on the top of settling tank 10 1 sides and is provided with a coagulant liquid outflow tube 3 in coagulating groove 4, one end of coagulant liquid outflow tube 3 is positioned at the upper space of coagulating groove 4, the other end passes the bottom of coagulating groove 4 and is connected with porous water distributor 12 in the settling tank by pipe connecting, inclined tube packing layer 9 above porous water distributor 12 is provided with spoiler 2, below settling tank 10 interior inclined tube packing layers 9, be provided with the taper bucket 11 for set mud, the bottom of settling tank 10 is provided with the porous shore pipe 12 for output mud, and the rising pipe place is provided be used to the overflow weir 7 that prevents the sewage washover.HC coagulating sedimentation integrated sewage treating apparatus of the present utility model is by adopting coagulation basin and settling tank integral structure, saved the material of the long limit of coagulation basin wall, floor space is less, the coagulant liquid outflow tube connects the water distributor in the settling tank from coagulating trench bottom, settling tank outer end, avoided the other inclined tube installation of vertical ducting inconvenience in the settling tank, made inclined tube filler tool globality and aesthetic property; The spoiler of porous water distributor top and the design of taper bucket guaranteed better mud and moisture from effect; Just hold to settling tank terminal settling in mixed solution autoprecipitation pond, and supernatant liquor is discharged through the terminal overflow weir, makes water outlet more stable.
Claims (4)
1.HC coagulating sedimentation integrated sewage treating apparatus, the settling tank that comprises the coagulating groove and be used for mud is separated with water, be provided with the inclined tube packing layer in the described settling tank, it is characterized in that: described coagulating groove is fixed on the top of settling tank one side and is provided with a coagulant liquid outflow tube in the coagulating groove, one end of described coagulant liquid outflow tube is positioned at the upper space of coagulating groove, and the other end passes the bottom of coagulating groove and is connected with porous water distributor in the settling tank by pipe connecting.
2. HC coagulating sedimentation integrated sewage treating apparatus as claimed in claim 1, it is characterized in that: the inclined tube packing layer above described porous water distributor is provided with spoiler.
3. HC coagulating sedimentation integrated sewage treating apparatus as claimed in claim 1 is characterized in that: in described settling tank the inclined tube packing layer below be provided with taper bucket for set mud.
4. HC coagulating sedimentation integrated sewage treating apparatus as claimed in claim 1 is characterized in that: the bottom of described settling tank is provided with the porous shore pipe for output mud.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN 201220213252 CN202643394U (en) | 2012-05-05 | 2012-05-05 | HC (hydrocarbon compound) coagulating sedimentation integrated sewage treatment device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN 201220213252 CN202643394U (en) | 2012-05-05 | 2012-05-05 | HC (hydrocarbon compound) coagulating sedimentation integrated sewage treatment device |
Publications (1)
Publication Number | Publication Date |
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CN202643394U true CN202643394U (en) | 2013-01-02 |
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Family Applications (1)
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CN 201220213252 Expired - Fee Related CN202643394U (en) | 2012-05-05 | 2012-05-05 | HC (hydrocarbon compound) coagulating sedimentation integrated sewage treatment device |
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Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103239898A (en) * | 2013-05-02 | 2013-08-14 | 江苏瑞盛水处理有限公司 | Inclined tube sedimentation tank |
CN107758909A (en) * | 2016-08-18 | 2018-03-06 | 宜兴市天马环保工程有限公司 | A kind of novel integrated coagulating waste water reaction settling basin |
CN107754387A (en) * | 2016-08-18 | 2018-03-06 | 宜兴市天马环保工程有限公司 | A kind of new phosphide coagulating waste water reaction settling basin |
CN108218073A (en) * | 2018-03-24 | 2018-06-29 | 哈尔滨工业大学 | A kind of device and method of integration advanced treatment of landfill leachate |
CN109292931A (en) * | 2018-11-05 | 2019-02-01 | 黑河学院 | A kind of solar battery preparation discharge of wastewater processing unit |
CN110655230A (en) * | 2019-10-08 | 2020-01-07 | 赣州江钨新型合金材料有限公司 | Treatment method of circulating water for copper material production |
-
2012
- 2012-05-05 CN CN 201220213252 patent/CN202643394U/en not_active Expired - Fee Related
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103239898A (en) * | 2013-05-02 | 2013-08-14 | 江苏瑞盛水处理有限公司 | Inclined tube sedimentation tank |
CN107758909A (en) * | 2016-08-18 | 2018-03-06 | 宜兴市天马环保工程有限公司 | A kind of novel integrated coagulating waste water reaction settling basin |
CN107754387A (en) * | 2016-08-18 | 2018-03-06 | 宜兴市天马环保工程有限公司 | A kind of new phosphide coagulating waste water reaction settling basin |
CN108218073A (en) * | 2018-03-24 | 2018-06-29 | 哈尔滨工业大学 | A kind of device and method of integration advanced treatment of landfill leachate |
CN109292931A (en) * | 2018-11-05 | 2019-02-01 | 黑河学院 | A kind of solar battery preparation discharge of wastewater processing unit |
CN110655230A (en) * | 2019-10-08 | 2020-01-07 | 赣州江钨新型合金材料有限公司 | Treatment method of circulating water for copper material production |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
DD01 | Delivery of document by public notice |
Addressee: Hefei Zhiyu Environmental Protection Technology Co., Ltd. Document name: Notification to Pay the Fees |
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CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130102 Termination date: 20170505 |
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CF01 | Termination of patent right due to non-payment of annual fee |