CN204325074U - One way of life integrated garbage treatment system - Google Patents

One way of life integrated garbage treatment system Download PDF

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Publication number
CN204325074U
CN204325074U CN201420718444.4U CN201420718444U CN204325074U CN 204325074 U CN204325074 U CN 204325074U CN 201420718444 U CN201420718444 U CN 201420718444U CN 204325074 U CN204325074 U CN 204325074U
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CN
China
Prior art keywords
zone
pool
bio
aeration
biogas
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Expired - Fee Related
Application number
CN201420718444.4U
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Chinese (zh)
Inventor
辛亚峰
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SICHUAN ZHONGCE ENVIRONMENTAL TECHNOLOGY Co Ltd
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SICHUAN ZHONGCE ENVIRONMENTAL TECHNOLOGY Co Ltd
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Priority to CN201420718444.4U priority Critical patent/CN204325074U/en
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Publication of CN204325074U publication Critical patent/CN204325074U/en
Expired - Fee Related legal-status Critical Current
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  • Treatment Of Water By Oxidation Or Reduction (AREA)
  • Physical Water Treatments (AREA)
  • Treatment Of Sludge (AREA)

Abstract

The utility model discloses one way of life integrated garbage treatment system, comprise the mathane generating pool connected successively, bio-aeration pool, settling tank, mathane generating pool is divided into solid area and fluid zone, between solid area and fluid zone, filter screen is set, mathane generating pool top arranges biogas effuser, biogas effuser is connected with Biogas Generator Set, fluid zone is connected with bio-aeration pool by pipeline, described bio-aeration pool is divided into anaerobic zone and aerobic zone, in anaerobic zone and aerobic zone, biofilter material is set respectively, the waste water of fluid zone enters bio-aeration pool by anaerobic zone from the top down, then from bottom to top by entering settling tank behind aerobic zone, bottom bio-aeration pool, aeration tube is set.The utility model, can biomass effectively in recycling domestic refuse especially for biotope design, and process waste water.Floor space is little, reduced investment, and working cost is low, reliably consistent, operates simple technique relative to management.

Description

One way of life integrated garbage treatment system
Technical field
The utility model belongs to sewage treatment area, is specifically related to one way of life integrated garbage treatment system.
Background technology
The waste of biotope is divided into solid waste and liquid debris, and liquid debris comprises the waste water produced in daily life, comprises lavatory fecaluria, laundry bath water, kitchen etc.Containing large amount of organic in sanitary sewage, as Mierocrystalline cellulose, starch, carbohydrate and fat protein etc.; Solid waste comprises various leftovers and other are organic, if the organic matter in these solid liquid wastes can be recycled, will turn waste into wealth, and produce higher economic benefit, and effectively can solve the problem of environmental pollution.
Existing, general solid waste is transported to refuse landfill process, processing cost is high, resource utilization efficiency is low, liquid debris then enters sewage works from water drain or directly discharges, due to the dispersion of dwell point, China community, source of sewage distributed points volume is few, and the scale of cities and towns level Sewage Plant is many lower than 10000 ton per days.The sewage treatment process that current domestic large-and-medium size cities sewage work often adopts has traditional activated sludge process, A2/O, SBR, oxidation ditch etc., if can cause due to high working cost with these technology building Small Town Wastewater treatment plants, cannot normally run.Must adopt reduced investment for the feature of samll cities and towns, working cost is low, reliably consistent, operates simple technique relative to management.
Utility model content
The utility model object is to provide one way of life integrated garbage treatment system, reaches the resource utilization of comprehensive utilization biotope solid liquid waste and innoxious.
The technical solution of the utility model is: one way of life integrated garbage treatment system, comprise the mathane generating pool connected successively, bio-aeration pool, settling tank, mathane generating pool is divided into solid area and fluid zone, between solid area and fluid zone, filter screen is set, mathane generating pool top arranges biogas effuser, biogas effuser is connected with Biogas Generator Set, fluid zone is connected with bio-aeration pool by pipeline, described bio-aeration pool is divided into anaerobic zone and aerobic zone, in anaerobic zone and aerobic zone, biofilter material is set respectively, the waste water of fluid zone enters bio-aeration pool by anaerobic zone from the top down, then from bottom to top by entering settling tank behind aerobic zone, bottom bio-aeration pool, aeration tube is set.
Further, ozonizer or ultraviolet producer is provided with in described settling tank.
The operation logic of native system is: the solid liquid waste of biotope drops in the solid area of mathane generating pool together, liquid enters in fluid zone by the strainer filtering between solid area and fluid zone, then by bio-aeration pool process, reduce COD and BOD, then discharge after in settling tank.Solid then carries out anaerobically fermenting in mathane generating pool, produces biogas, then biogas is sent into Biogas Generator Set and generate electricity.
The utility model compared with prior art tool has the following advantages:
The utility model, can biomass effectively in recycling domestic refuse especially for biotope design, and process waste water.Floor space is little, reduced investment, and working cost is low, reliably consistent, operates simple technique relative to management.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
In figure, Reference numeral is: 1 Biogas Generator Set, 2 mathane generating pools, 2-1 filter screen, 2-2 biogas effuser, 3 bio-aeration pools, 3-1 anaerobic zone, 3-2 aerobic zone, 3-3 aeration tube, 4 settling tanks, 4-1 ozonizer.
Embodiment
Embodiment 1
As shown in Figure 1, one way of life integrated garbage treatment system, comprises the mathane generating pool 2, bio-aeration pool 3, the settling tank 4 that connect successively.Mathane generating pool 2 is divided into solid area and fluid zone, arranges filter screen 2-1 between solid area and fluid zone, and as shown in FIG., mathane generating pool 2 is divided into left and right two portions by dividing plate, arranges filter screen 2-1 at the lower partition.Mathane generating pool 2 top arranges biogas effuser 2-2, and biogas effuser 2-2 is connected with Biogas Generator Set 1.Because the biogas part produced can enter fluid zone, therefore solid area and fluid zone all need to arrange effuser.Fluid zone is connected with bio-aeration pool 3 by pipeline, and described bio-aeration pool 3 is divided into anaerobic zone 3-1 and aerobic zone 3-2, and arrange biofilter material respectively in anaerobic zone 3-1 and aerobic zone 3-2, biofilter material is made up of the filamentary material of bigger serface.The waste water of fluid zone enters bio-aeration pool 3 by anaerobic zone 3-1 from the top down, then from bottom to top by entering settling tank 4 after the 3-2 of aerobic zone, arranges aeration tube 3-3 bottom bio-aeration pool 3.
Embodiment 2
As shown in Figure 1, one way of life integrated garbage treatment system, comprises the mathane generating pool 2, bio-aeration pool 3, the settling tank 4 that connect successively.Mathane generating pool 2 is divided into solid area and fluid zone, arranges filter screen 2-1 between solid area and fluid zone, and as shown in FIG., mathane generating pool 2 is divided into left and right two portions by dividing plate, arranges filter screen 2-1 at the lower partition.Mathane generating pool 2 top arranges biogas effuser 2-2, and biogas effuser 2-2 is connected with Biogas Generator Set 1.Because the biogas part produced can enter fluid zone, therefore solid area and fluid zone all need to arrange effuser.Fluid zone is connected with bio-aeration pool 3 by pipeline, and described bio-aeration pool 3 is divided into anaerobic zone 3-1 and aerobic zone 3-2, and arrange biofilter material respectively in anaerobic zone 3-1 and aerobic zone 3-2, biofilter material is made up of the filamentary material of bigger serface.The waste water of fluid zone enters bio-aeration pool 3 by anaerobic zone 3-1 from the top down, then from bottom to top by entering settling tank 4 after the 3-2 of aerobic zone, arranges aeration tube 3-3 bottom bio-aeration pool 3.
Also containing some pathogenic bacterium in waste water after treatment, disinfection is needed to discharge.In order to reduce the impact on environment, preferentially select the mode of physical sterilization, as ozone or ultraviolet sterilization.In the present embodiment, ozonizer 4-1 is set in settling tank, discharges after sterilizing is carried out to the water after purification.
The above embodiment only have expressed the embodiment of the application, and it describes comparatively concrete and detailed, but therefore can not be interpreted as the restriction to the application's protection domain.It should be pointed out that for the person of ordinary skill of the art, under the prerequisite not departing from technical scheme design, can also make some distortion and improvement, these all belong to the protection domain of the application.

Claims (2)

1. one way of life integrated garbage treatment system, it is characterized in that, comprise the mathane generating pool connected successively, bio-aeration pool, settling tank, mathane generating pool is divided into solid area and fluid zone, between solid area and fluid zone, filter screen is set, mathane generating pool top arranges biogas effuser, biogas effuser is connected with Biogas Generator Set, fluid zone is connected with bio-aeration pool by pipeline, described bio-aeration pool is divided into anaerobic zone and aerobic zone, in anaerobic zone and aerobic zone, biofilter material is set respectively, the waste water of fluid zone enters bio-aeration pool by anaerobic zone from the top down, then from bottom to top by entering settling tank behind aerobic zone, bottom bio-aeration pool, aeration tube is set.
2. one way of life integrated garbage treatment system according to claim 1, is characterized in that, is provided with ozonizer or ultraviolet producer in described settling tank.
CN201420718444.4U 2014-11-26 2014-11-26 One way of life integrated garbage treatment system Expired - Fee Related CN204325074U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420718444.4U CN204325074U (en) 2014-11-26 2014-11-26 One way of life integrated garbage treatment system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420718444.4U CN204325074U (en) 2014-11-26 2014-11-26 One way of life integrated garbage treatment system

Publications (1)

Publication Number Publication Date
CN204325074U true CN204325074U (en) 2015-05-13

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CN201420718444.4U Expired - Fee Related CN204325074U (en) 2014-11-26 2014-11-26 One way of life integrated garbage treatment system

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110127936A (en) * 2019-04-30 2019-08-16 贵州民族大学 A kind of integrated processing equipment of house refuse
CN110143717A (en) * 2019-04-30 2019-08-20 贵州民族大学 A kind of integrated processing system of house refuse

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110127936A (en) * 2019-04-30 2019-08-16 贵州民族大学 A kind of integrated processing equipment of house refuse
CN110143717A (en) * 2019-04-30 2019-08-20 贵州民族大学 A kind of integrated processing system of house refuse

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Granted publication date: 20150513