CN2597458Y - Jet sewage treater - Google Patents

Jet sewage treater Download PDF

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Publication number
CN2597458Y
CN2597458Y CNU032148739U CN03214873U CN2597458Y CN 2597458 Y CN2597458 Y CN 2597458Y CN U032148739 U CNU032148739 U CN U032148739U CN 03214873 U CN03214873 U CN 03214873U CN 2597458 Y CN2597458 Y CN 2597458Y
Authority
CN
China
Prior art keywords
tank body
gas
jar
molecular sieve
tank
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CNU032148739U
Other languages
Chinese (zh)
Inventor
于进海
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CNU032148739U priority Critical patent/CN2597458Y/en
Application granted granted Critical
Publication of CN2597458Y publication Critical patent/CN2597458Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

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  • Sewage (AREA)

Abstract

The utility model relates to a jet type waste water processing device. The tank body is internally provided with a water and gas mixing tank, a cap of the water and gas mixing tank is provided with a bursting hole; the water outlet end of the waste water pipe is positioned in the cavity of the water and gas mixing tank; the gas outlet end of the gas incoming pipe is positioned in the cavity of the water and gas mixing tank; the upper side and the lower side of the inner cavity of the tank body are respectively provided with an upper molecule sieve and a lower molecule sieve; the lower side of the upper molecule sieve is provided with a flow guiding socket, one end of the flow guiding socket crosses the side wall of the tank body; the side wall of the tank body is provided with a clean water outlet; the inner cavity of the tank body which is near to the clean water outlet is provided with a side molecule sieve along the axis line direction of the tank body; and a filler type pollution discharging hole is arranged under the lower molecule sieve.

Description

Jet-propelled waste disposal plant
Affiliated technical field
The utility model relates to the sanitary sewage disposal field, especially a kind of jet-propelled waste disposal plant.
Background technology
At present, known sewage disposal device mainly contains large-scale wastewater treatment plant and septic tank.Large-scale wastewater treatment plant mainly uses in the city, and the sewage that discharges in the city is focused in the large-scale wastewater treatment plant to be handled, and is discharged into river, lake or marine greatly again after reaching emission standard.The large-scale wastewater treatment plant floor space is big, and investment is big, and it can only focus on sewage, can not solve between the sewage pollution of generations such as the holiday village that is dispersed in the geographic villages and small towns of no sewage network, army's barracks, Scenic Spot Area, hotel to inscribe.Therefore, large-scale wastewater treatment plant is to disperseing to enter the source of rivers and the sewage in basin can't be handled.In addition, the sewage of handling through large-scale wastewater treatment plant generally all is discharged, and water utilizes again in can not realizing.
Summary of the invention
In order to overcome the deficiency that existing large-scale wastewater treatment plant can't be handled the geographic dispersive sewage of no sewage network, the utility model provides a kind of jet-propelled waste disposal plant, this waste disposal plant not only less investment, floor space is little, and can handle mine, factory and the civil sewage that can not enter the sewage disposal net.
The technical scheme that its technical problem that solves the utility model adopts is: comprise tank body, the axis direction of tank inner chamber is provided with back taper tubular gas-vapor mix jar, the conical lid of gas-vapor mix jar is provided with quick-fried pore, at the bottom of the bottom of gas-vapor mix jar is provided with jar, the cavity of tank body top at the bottom of the taper caping of gas-vapor mix jar is positioned at jar is passed in the water side of waste pipe, the cavity of top at the bottom of the outlet side of inlet pipe is passed tank body and gas-vapor mix jar and is arranged in jar, the upside of tank inner chamber and downside are separately installed with molecular sieve and reach molecular sieve down, the downside of last molecular sieve is provided with the water conservancy diversion cell body, one end of water conservancy diversion cell body is fixed on the internal chamber wall of tank body, the other end passes the sidewall of tank body, have pure water inlet on the sidewall of tank body, be provided with the side molecular sieve at the tank inner chamber near the pure water inlet end along the tank body axis direction, being positioned at down, the below of molecular sieve is provided with funneling sewage draining exit.Sewage and high-pressure air enter in the gas-vapor mix jar through inlet pipe and waste pipe respectively, mix after quick-fried pore upwards sprays and enter tank inner chamber, lighter floating matter enters in the water conservancy diversion cell body and through the water conservancy diversion cell body and discharges, heavier contamination precipitation is on following molecular sieve surface, regularly take out down molecular sieve, then heavier impurity is discharged via funneling sewage draining exit.
The beneficial effects of the utility model are, compare with large-scale wastewater treatment plant, the utility model floor space is little, and cost is low, and energy consumption is low, owing to realized miniaturization, can be widely used in the area of no sewage networks such as travelling scenery district, island, rural area, the sanitary sewage of generations such as villages and small towns, army's barracks, hotel, factory is handled, be extensive use of, can prevent the sanitary sewage polluted river, simple in structure.
Description of drawings
Below in conjunction with drawings and Examples the utility model is further specified.
Fig. 1 is a structural representation of the present utility model.
1. waste pipes among the figure, 2. the water conservancy diversion cell body is 3. gone up molecular sieve, 4. side molecular sieve, 5. quick-fried pore, 6. gas-vapor mix jar, 7. pure water inlet, 8. gas-vapor mix tank bracket, 9. inlet pipe is 10. descended molecular sieve, 11. sewage draining exits, 12. tank bodies.
Embodiment
In Fig. 1, tank body (12) is the cavity type structure, the axis direction of tank body (12) inner chamber is provided with back taper tubular gas-vapor mix jar (6), the conical lid of gas-vapor mix jar (6) is provided with quick-fried pore (5), at the bottom of the bottom of gas-vapor mix jar (6) is provided with jar, and it is fixing through gas-vapor mix tank bracket (8), the cavity of tank body (12) top at the bottom of the taper caping of gas-vapor mix jar (6) is positioned at jar is passed in the water side of waste pipe (1), the cavity of top at the bottom of the outlet side of inlet pipe (9) is passed tank body (12) and gas-vapor mix jar (6) and is arranged in jar, the upside of tank body (12) inner chamber and downside are separately installed with molecular sieve (3) and reach molecular sieve (10) down, the downside of last molecular sieve (3) is provided with water conservancy diversion cell body (2), one end of water conservancy diversion cell body (2) is fixed on the internal chamber wall of tank body (12), the other end passes the sidewall of tank body (12), have pure water inlet (7) on the sidewall of tank body (12), be provided with side molecular sieve (4) at tank body (12) inner chamber along the tank body axis direction near pure water inlet (7) end, side molecular sieve (4) is separated pure water inlet (7) and tank body (12) inner chamber, and being positioned at down, the below of molecular sieve (10) is provided with funneling sewage draining exit (11).Sewage and high-pressure air enter in the gas-vapor mix jar (6) through inlet pipe (9) and waste pipe (1) respectively, mix after quick-fried pore (5) upwards sprays and enter tank body (12) inner chamber, lighter floating matter enters in the water conservancy diversion cell body (2) and through diversion trench (2) and discharges, heavier contamination precipitation is on following molecular sieve (10) surface, regularly take out down molecular sieve (10), then heavier impurity is discharged via funneling sewage draining exit (11), in tank body (12) inner chamber through the sewage of quick-fried gas disposal, through side molecular sieve (4) filtration treatment, the gained water purification is discharged through pure water inlet (7).

Claims (1)

1, a kind of jet-propelled waste disposal plant, comprise tank body, the axis direction that it is characterized in that tank inner chamber is provided with back taper tubular gas-vapor mix jar, the conical lid of gas-vapor mix jar is provided with quick-fried pore, at the bottom of the bottom of gas-vapor mix jar is provided with jar, the cavity of tank body top at the bottom of the taper caping of gas-vapor mix jar is positioned at jar is passed in the water side of waste pipe, the cavity of top at the bottom of inlet pipe is passed tank body and gas-vapor mix jar and is arranged in jar, the upside of tank inner chamber and downside are separately installed with molecular sieve and reach molecular sieve down, the downside of last molecular sieve is provided with the water conservancy diversion cell body, one end of water conservancy diversion cell body is fixed on the internal chamber wall of tank body, the other end passes the sidewall of tank body, have pure water inlet on the sidewall of tank body, be provided with the side molecular sieve at the tank inner chamber near the pure water inlet end along the tank body axis direction, being positioned at down, the below of molecular sieve is provided with funneling sewage draining exit.
CNU032148739U 2003-01-21 2003-01-21 Jet sewage treater Expired - Fee Related CN2597458Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU032148739U CN2597458Y (en) 2003-01-21 2003-01-21 Jet sewage treater

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU032148739U CN2597458Y (en) 2003-01-21 2003-01-21 Jet sewage treater

Publications (1)

Publication Number Publication Date
CN2597458Y true CN2597458Y (en) 2004-01-07

Family

ID=34159871

Family Applications (1)

Application Number Title Priority Date Filing Date
CNU032148739U Expired - Fee Related CN2597458Y (en) 2003-01-21 2003-01-21 Jet sewage treater

Country Status (1)

Country Link
CN (1) CN2597458Y (en)

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C14 Grant of patent or utility model
GR01 Patent grant
C19 Lapse of patent right due to non-payment of the annual fee
CF01 Termination of patent right due to non-payment of annual fee