CN104863251A - Spherical two-way sewerage device and sewage method - Google Patents
Spherical two-way sewerage device and sewage method Download PDFInfo
- Publication number
- CN104863251A CN104863251A CN201510189038.2A CN201510189038A CN104863251A CN 104863251 A CN104863251 A CN 104863251A CN 201510189038 A CN201510189038 A CN 201510189038A CN 104863251 A CN104863251 A CN 104863251A
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- Prior art keywords
- water inlet
- pipeline
- circular arc
- sewage
- blowdown apparatus
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Classifications
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/22—Adaptations of pumping plants for lifting sewage
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/14—Devices for separating liquid or solid substances from sewage, e.g. sand or sludge traps, rakes or grates
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F7/00—Other installations or implements for operating sewer systems, e.g. for preventing or indicating stoppage; Emptying cesspools
- E03F7/02—Shut-off devices
- E03F7/04—Valves for preventing return flow
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- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Check Valves (AREA)
Abstract
The invention discloses a spherical two-way sewerage device and a sewage method. The sewage device mainly includes a three-way ball check valve and a water storage tank; the three-way structure comprises axial pipelines and a lateral pipeline; an upper axial pipeline, the lateral pipeline and a lower axial pipeline are connected through a valve chamber; an integral type arc slideway and a ball valve clack are arranged in the valve chamber; the ball valve clack can roll on the integral type arc slideway; the integral type arc slideway adopts a full water channel; a self-weight water inlet is formed in the upper part of the upper axial pipeline, and a water outlet is formed in the lower part; a pressure water inlet is formed in the right end of the lateral pipeline; the pressure water inlet is connected with the water outlet of the water storage tank. The sewerage device provided by the invention has the advantages of being simple in structure, reasonable in design, reliable in operation and the like; the sewage method integrates the functions of separated discharge of the sewage water and dirt as well as the non-return function, and the dirt is not in contact with a water pump at all, so that the damage to the water pump due to filter back washing and reversed flow that are caused by dirt blockage.
Description
Technical field
The present invention relates to a kind of blowdown apparatus and method for discharging pollution, more specifically to a kind of spherical bidirectional blowdown apparatus and method for discharging pollution.
Background technology
Current building basement sewage lifting integration apparatus blocks water pump for preventing dirt, and adopt back-flushing filtering device directly not contact with water pump by dirt, dirt can not block water pump, need not draw dirt clearly, water pump life.But during sewage access arrangement storage tank, the reversion of sewage quantity conference generation water pump, causes impeller securing member to pitch and pump motor generating reduces application life.In another equipment storage tank, starting mode of pump can cause sewage with pressure pressure release in back-flushing filtering device, earial drainage, and simultaneously dirt also can clog filter screens eye, still needs artificial block clearing.Thus cause equipment not use continuously for a long time.
Summary of the invention
In order to overcome the weak point existed in above-mentioned technology, the object of this invention is to provide simple, reasonable in design, the reliable spherical bidirectional emissions device of a kind of structure and method for discharging pollution thereof.This device integrates sewage dirt separately discharge, check function, and dirt does not contact completely with water pump, avoids dirt blocking backwash filter and the injury of backflow to water pump.
The technical scheme that technical solution problem of the present invention adopts is: a kind of spherical bidirectional blowdown apparatus, and described blowdown apparatus mainly comprises ball check valve and storage tank; Described ball check valve comprises valve body, and described valve body is three-port structure; Described three-port structure comprises axial duct and horizontal pipeline, and described axial duct is mutually vertical with described horizontal pipeline; Described axial duct comprises axially pipeline and axially lower pipeline; Be connected by valve chamber between the lower pipeline of described axially pipeline, horizontal pipeline and axis; Be provided with circular arc Integral chute and globe disk in described valve chamber, described globe disk rolls on described circular arc Integral chute; The two ends of described circular arc Integral chute are connected with the tube wall of described horizontal pipeline with described axially pipeline respectively; Described circular arc Integral chute adopts full water stream channel.
The top of described axially pipeline is deadweight water inlet, and described deadweight water inlet is connected with sewage water inlet pipe; Under described axis, the below of pipeline is delivery port, and described delivery port is connected with soil pipe; Described sewage enters valve body from described sewage water inlet pipe, discharges from described delivery port; The right-hand member of described horizontal pipeline is pressure water inlet, and described pressure water inlet is connected with described storage tank delivery port; Described storage tank water outlet is provided with pressure pump, after the water in storage tank adds and is pressed into press water by described pressure pump, enters valve body, discharge from described delivery port from the second described water inlet.
Further, described circular arc Integral chute comprises two sections, is respectively the first circular arc slideway and the second circular arc slideway; The left end of described first circular arc slideway is connected with the tube wall of described axial duct, and the right-hand member of described first circular arc slideway is connected with the left end of described second circular arc slideway; The right-hand member of described second circular arc slideway is connected with the tube wall of described horizontal pipeline; The center of circle of described first circular arc slideway is positioned at the below of described first circular arc slideway, and the center of circle of described second circular arc slideway is positioned at the top of described second circular arc slideway.
Further, the left side tube wall of described axially pipeline is provided with the first protruding arcwall face left, and described first arcwall face and described globe disk match; The lower end of described first arcwall face is connected with the left end of described circular arc Integral chute.
Further, the mouth of pipe place of described horizontal pipeline is provided with the second arcwall face, and the second described arcwall face is located at upper and lower two sides of the described horizontal pipeline mouth of pipe; The second arcwall face be positioned at below described horizontal pipeline is connected with the right-hand member of described circular arc Integral chute.
Further, under described axially pipeline and described axis, the caliber of pipeline is nominal bore, and the caliber of described horizontal pipeline is greater than described nominal bore.
Further, the caliber of described horizontal pipeline is 1.1 ~ 1.5 times of described nominal bore.
Further, described globe disk adopts hollow carbon steel balls outpacking rubber.
Further, be connected between described pressure water inlet and described storage tank delivery port by pressure water inlet pipe, described pressure water inlet pipe is connected by detachable flange with between described horizontal pipeline.
Further, described deadweight water inlet is connected with sewage water inlet pipe by flange; Described delivery port is connected with soil pipe by flange.
The method for discharging pollution of described spherical bidirectional blowdown apparatus, when described pressure water inlet is without pressure, globe disk is under gravity along described circular arc Integral chute automatic fall-back to pressure water inlet, described blowdown apparatus forms axial passage, dirt directly enters soil pipe from the delivery port of lower end after entering valve body from deadweight water inlet; Pressure pump in storage tank starts, when pressure water inlet has pressure, globe disk floats up to deadweight water inlet along described circular arc Integral chute under pressure, sewage in storage tank enters valve body from pressure water inlet, discharge from the delivery port of lower end, dirt in soil pipe is washed away, avoids pipeline blockage and sewage backflow to the infringement of water booster system.
The invention has the beneficial effects as follows: compared with prior art, spherical bidirectional blowdown apparatus provided by the invention and method for discharging pollution have some advantage following:
(1) structure is simple, reasonable in design, reliable, and globe disk not easily blocks.
(2) dual check, sewage, dirt be discharge separately, and dirt does not contact completely with pressure pump, avoids causing pressure pump to block; It also avoid the injury that sewage backflow causes equipment simultaneously.
(3) circular arc Integral chute adopts full water stream channel, and flow is large, and resistance is little, energy-conservation, noise is low.
Accompanying drawing explanation
Structural representation when Fig. 1 is the blowdown of blowdown apparatus of the present invention axis.
Structural representation when Fig. 2 is blowdown apparatus of the present invention vertical blowdown.
Wherein, 1-axially pipeline; 2-valve chamber; 3-first arcwall face; 4-first circular arc slideway; 5-is lower pipeline axially; 6-delivery port; 7-soil pipe; 8-second circular arc slideway; 9-detachable flange; 10-horizontal pipeline; 11-storage tank; 12-pressure pump; 13-pressure water inlet pipe; 14-pressure water inlet; 15-globe disk; 16-valve body; 17-conducts oneself with dignity water inlet; 18-sewage water inlet pipe; 19-second arcwall face.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, illustrate the present invention further, following detailed description of the invention should be understood and be only not used in for illustration of the present invention and limit the scope of the invention.It should be noted that, the word "front", "rear" of use is described below, "left", "right", "up" and "down" refer to direction in accompanying drawing, word " interior " and " outward " refer to the direction towards or away from particular elements geometric center respectively.
Embodiment
A kind of spherical bidirectional blowdown apparatus, described blowdown apparatus mainly comprises ball check valve and storage tank 11.Described ball check valve comprises valve body 16, and described valve body 16 is three-port structure; Described three-port structure comprises axial duct and horizontal pipeline 10, and described axial duct is mutually vertical with described horizontal pipeline 10.Described axial duct comprises axially pipeline 1 and axially lower pipeline 5; Be connected by valve chamber 2 between the lower pipeline 5 of described axially pipeline 1, horizontal pipeline 10 and axis.
Be provided with circular arc Integral chute and globe disk 15 in described valve chamber 2, described globe disk 15 rolls on described circular arc Integral chute; Described globe disk 15 adopts hollow carbon steel balls outpacking rubber; Abrasion-proof corrosion-proof, sealing effectiveness is good, and Silenced seals.The two ends of described circular arc Integral chute are connected with the tube wall of described axially pipeline 1 with described horizontal pipeline 10 respectively.Described circular arc Integral chute adopts full water stream channel; Flow is large, and resistance is little, energy-conservation, noise is low.Described circular arc Integral chute comprises two sections, is respectively the first circular arc slideway 4 and the second circular arc slideway 8; The left end of described first circular arc slideway 4 is connected with the tube wall of described axial duct, and the right-hand member of described first circular arc slideway 4 is connected with the left end of described second circular arc slideway 8; The right-hand member of described second circular arc slideway 8 is connected with the tube wall of described horizontal pipeline 10; The center of circle of described first circular arc slideway 4 is positioned at the below of described first circular arc slideway 4, and the center of circle of described second circular arc slideway 8 is positioned at the top of described second circular arc slideway 8.The left side tube wall of described axially pipeline 1 is provided with the first protruding arcwall face 3 left, and described first arcwall face 3 matches with described globe disk 15; The lower end of described first arcwall face 3 is connected with the left end of described first circular arc slideway 4.The mouth of pipe place of described horizontal pipeline 10 is provided with the second arcwall face 19, and the second described arcwall face 19 is located at upper and lower two sides of described horizontal pipeline 10 mouth of pipe; The second arcwall face 19 be positioned at below described horizontal pipeline 10 is connected with the right-hand member of described second circular arc slideway 8.
The top of described axially pipeline 1 is deadweight water inlet 17, and described deadweight water inlet 17 is connected with sewage water inlet pipe 18; Under described axis, the below of pipeline 5 is delivery port 6, and described delivery port 6 is connected with soil pipe 7.Described deadweight water inlet 17 is connected with sewage water inlet pipe 18 by flange, and described delivery port 6 is connected with soil pipe 7 by flange; Flange arrangement can make to have between each pipeline section well fixing and sealing effectiveness.Described sewage enters valve body 16 from described sewage water inlet pipe 18, discharges from described delivery port 6; The right-hand member of described horizontal pipeline 10 is pressure water inlet 14, and described pressure water inlet 14 is connected with the delivery port of described storage tank 11; The water outlet of described storage tank 11 is provided with pressure pump 12, after the water in storage tank 11 adds and is pressed into press water by described pressure pump 12, enters valve body 16, discharge from described delivery port 6 from the second described water inlet.
When described globe disk 15 is positioned at described deadweight water inlet 17, fit tightly between described globe disk 15 and described first arcwall face 3, ensure sealing effectiveness; When described globe disk 15 is positioned at described pressure water inlet 14, fit tightly between described globe disk 15 and the second described arcwall face 19, ensure sealing effectiveness.In addition, when described globe disk 15 is positioned at described deadweight water inlet 17, described globe disk 15, under the effect of the first circular arc slideway 4 raised up, not easily glides, and adds the sealing stability between described globe disk 15 and described deadweight water inlet 17; When described globe disk 15 is positioned at described pressure water inlet 14, described globe disk 15, under the effect of the second circular arc slideway 8 to lower convexity, not easily floats, adds the sealing stability between described globe disk 15 and described pressure water inlet 14.
Under described axially pipeline 1 and described axis, the caliber of pipeline 5 is nominal bore, and the caliber of described horizontal pipeline 10 is greater than described nominal bore.The caliber of described horizontal pipeline 10 is 1.1 ~ 1.5 times of described nominal bore; Described globe disk 15 can put into described valve chamber 2 through described horizontal pipeline 10.Be connected by pressure water inlet pipe 13 between described pressure water inlet 14 and described storage tank 11 delivery port, be connected by detachable flange 9 between described pressure water inlet pipe 13 with described horizontal pipeline 10.After described detachable flange 9 is dismantled, be convenient to change globe disk 15; After being installed by described detachable flange 9, described globe disk 15 is just limited in described valve chamber 2.
The method for discharging pollution of described spherical bidirectional blowdown apparatus, this method for discharging pollution is as follows: when described pressure water inlet 14 is without pressure, and described globe disk 15 is under gravity along described circular arc Integral chute automatic fall-back to pressure water inlet 14 place; Described pressure water inlet 14 seals by described globe disk 15 under the acting in conjunction of described second circular arc slideway 8 and described second arcwall face 19, and described blowdown apparatus forms axial passage.Dirt directly enters soil pipe 7 from the delivery port 6 of lower end, is stored in described soil pipe 7 during described sewage after entering valve body 16 from deadweight water inlet 17.When the pressure pump 12 in storage tank 11 starts, when pressure water inlet 14 has pressure, described globe disk 15 floats up to deadweight water inlet 17 place along described circular arc Integral chute under the impetus of pressure; Described deadweight water inlet 17 seals by described globe disk 15 under the acting in conjunction of described first circular arc slideway 4 and described first arcwall face 3, and described blowdown apparatus forms vertical channel.After sewage in storage tank 11 enters valve body 16 from pressure water inlet 14, discharge from the delivery port 6 of lower end, the dirt stored in soil pipe 7 is washed away, and soil pipe 7 does not need artificial cleaning, it also avoid pipeline blockage and sewage backflow to the infringement of water booster system simultaneously.
The spherical bidirectional blowdown apparatus that the present embodiment provides and method for discharging pollution have some advantage following: (1) structure is simple, reasonable in design, reliable, and globe disk 15 not easily blocks; (2) dual check, sewage, dirt be discharge separately, and dirt does not contact completely with pressure pump 12, avoids causing pressure pump 12 to block; It also avoid the injury that sewage backflow causes equipment simultaneously; (3) circular arc Integral chute adopts full water stream channel, and flow is large, and resistance is little, energy-conservation, noise is low.
Above embodiment is only for illustration of the present invention; and be not limitation of the present invention; the those of ordinary skill of relevant technical field; without departing from the spirit and scope of the present invention; can also make a variety of changes and modification; therefore all equivalent technical schemes also belong to category of the present invention, and scope of patent protection of the present invention should be defined by the claims.
Claims (10)
1. a spherical bidirectional blowdown apparatus, is characterized in that: described blowdown apparatus mainly comprises ball check valve and storage tank; Described ball check valve comprises valve body, and described valve body is three-port structure; Described three-port structure comprises axial duct and horizontal pipeline, and described axial duct is mutually vertical with described horizontal pipeline; Described axial duct comprises axially pipeline and axially lower pipeline; Be connected by valve chamber between the lower pipeline of described axially pipeline, horizontal pipeline and axis; Be provided with circular arc Integral chute and globe disk in described valve chamber, described globe disk rolls on described circular arc Integral chute; The two ends of described circular arc Integral chute are connected with the tube wall of described horizontal pipeline with described axially pipeline respectively; Described circular arc Integral chute adopts full water stream channel;
The top of described axially pipeline is deadweight water inlet, and described deadweight water inlet is connected with sewage water inlet pipe; Under described axis, the below of pipeline is delivery port, and described delivery port is connected with soil pipe; Described sewage enters valve body from described sewage water inlet pipe, discharges from described delivery port; The right-hand member of described horizontal pipeline is pressure water inlet, and described pressure water inlet is connected with described storage tank delivery port; Described storage tank water outlet is provided with pressure pump, after the water in storage tank adds and is pressed into press water by described pressure pump, enters valve body, discharge from described delivery port from the second described water inlet.
2. a kind of spherical bidirectional blowdown apparatus according to claim 1, is characterized in that: described circular arc Integral chute comprises two sections, is respectively the first circular arc slideway and the second circular arc slideway; The left end of described first circular arc slideway is connected with the tube wall of described axial duct, and the right-hand member of described first circular arc slideway is connected with the left end of described second circular arc slideway; The right-hand member of described second circular arc slideway is connected with the tube wall of described horizontal pipeline; The center of circle of described first circular arc slideway is positioned at the below of described first circular arc slideway, and the center of circle of described second circular arc slideway is positioned at the top of described second circular arc slideway.
3. a kind of spherical bidirectional blowdown apparatus according to claim 1, is characterized in that: the left side tube wall of described axially pipeline is provided with the first protruding arcwall face left, and described first arcwall face and described globe disk match; The lower end of described first arcwall face is connected with the left end of described circular arc Integral chute.
4. a kind of spherical bidirectional blowdown apparatus according to claim 1, is characterized in that: the mouth of pipe place of described horizontal pipeline is provided with the second arcwall face, the second described arcwall face is located at upper and lower two sides of the described horizontal pipeline mouth of pipe; The second arcwall face be positioned at below described horizontal pipeline is connected with the right-hand member of described circular arc Integral chute.
5. a kind of spherical bidirectional blowdown apparatus according to claim 1, is characterized in that: under described axially pipeline and described axis, the caliber of pipeline is nominal bore, and the caliber of described horizontal pipeline is greater than described nominal bore.
6. a kind of spherical bidirectional blowdown apparatus according to claim 5, is characterized in that: the caliber of described horizontal pipeline is 1.1 ~ 1.5 times of described nominal bore.
7. a kind of spherical bidirectional blowdown apparatus according to claim 1, is characterized in that: described globe disk adopts hollow carbon steel balls outpacking rubber.
8. a kind of spherical bidirectional blowdown apparatus according to claim 1, it is characterized in that: be connected by pressure water inlet pipe between described pressure water inlet and described storage tank delivery port, described pressure water inlet pipe is connected by detachable flange with between described horizontal pipeline.
9. a kind of spherical bidirectional blowdown apparatus according to claim 1, is characterized in that: described deadweight water inlet is connected with sewage water inlet pipe by flange; Described delivery port is connected with soil pipe by flange.
10. the method for discharging pollution of a kind of spherical bidirectional blowdown apparatus as claimed in any of claims 1 to 9, it is characterized in that: when described pressure water inlet is without pressure, globe disk is under gravity along described circular arc Integral chute automatic fall-back to pressure water inlet, described blowdown apparatus forms axial passage, dirt directly enters soil pipe from the delivery port of lower end after entering valve body from deadweight water inlet; Pressure pump in storage tank starts, when pressure water inlet has pressure, globe disk floats up to deadweight water inlet along described circular arc Integral chute under pressure, sewage in storage tank enters valve body from pressure water inlet, discharge from the delivery port of lower end, dirt in soil pipe is washed away, avoids pipeline blockage and sewage backflow to the infringement of water booster system.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510189038.2A CN104863251A (en) | 2015-04-20 | 2015-04-20 | Spherical two-way sewerage device and sewage method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510189038.2A CN104863251A (en) | 2015-04-20 | 2015-04-20 | Spherical two-way sewerage device and sewage method |
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| Publication Number | Publication Date |
|---|---|
| CN104863251A true CN104863251A (en) | 2015-08-26 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510189038.2A Pending CN104863251A (en) | 2015-04-20 | 2015-04-20 | Spherical two-way sewerage device and sewage method |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105036309A (en) * | 2015-08-31 | 2015-11-11 | 广东鑫都环保实业有限公司 | Gas-water separating device for non-plugging aeration system |
| CN110185823A (en) * | 2019-05-16 | 2019-08-30 | 苏州久之新能源科技有限公司 | Horizontal check device |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2526032A1 (en) * | 1975-06-09 | 1976-12-30 | Kaiserslautern Guss Armatur | Water raising device for waste water reservoir - has pressurised pumping system with chambered base and lower float valve |
| DE4415233C1 (en) * | 1994-04-30 | 1995-12-14 | Abs Pumps Ltd | Flush valve |
| WO1999054565A1 (en) * | 1998-04-22 | 1999-10-28 | Szuster Mirosdaw | A method and a device for automatic circulation in waste water tank |
| JP4938902B2 (en) * | 2005-07-22 | 2012-05-23 | 株式会社鶴見製作所 | Sewage agitation valve and pump unit using the same |
| CN203769053U (en) * | 2014-01-02 | 2014-08-13 | 石家庄恒睿给排水设备有限公司 | Multi-way valve applied to sewage pipe |
| CN203834646U (en) * | 2014-05-28 | 2014-09-17 | 赵伟 | Sewage lifting device |
| CN204728456U (en) * | 2015-04-20 | 2015-10-28 | 安徽汇隆给水设备有限公司 | A kind of spherical bidirectional blowdown apparatus |
-
2015
- 2015-04-20 CN CN201510189038.2A patent/CN104863251A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2526032A1 (en) * | 1975-06-09 | 1976-12-30 | Kaiserslautern Guss Armatur | Water raising device for waste water reservoir - has pressurised pumping system with chambered base and lower float valve |
| DE4415233C1 (en) * | 1994-04-30 | 1995-12-14 | Abs Pumps Ltd | Flush valve |
| WO1999054565A1 (en) * | 1998-04-22 | 1999-10-28 | Szuster Mirosdaw | A method and a device for automatic circulation in waste water tank |
| JP4938902B2 (en) * | 2005-07-22 | 2012-05-23 | 株式会社鶴見製作所 | Sewage agitation valve and pump unit using the same |
| CN203769053U (en) * | 2014-01-02 | 2014-08-13 | 石家庄恒睿给排水设备有限公司 | Multi-way valve applied to sewage pipe |
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| CN204728456U (en) * | 2015-04-20 | 2015-10-28 | 安徽汇隆给水设备有限公司 | A kind of spherical bidirectional blowdown apparatus |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105036309A (en) * | 2015-08-31 | 2015-11-11 | 广东鑫都环保实业有限公司 | Gas-water separating device for non-plugging aeration system |
| CN110185823A (en) * | 2019-05-16 | 2019-08-30 | 苏州久之新能源科技有限公司 | Horizontal check device |
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