CN221072907U - Sponge city hydrologic cycle design is with oozing calandria spare - Google Patents

Sponge city hydrologic cycle design is with oozing calandria spare Download PDF

Info

Publication number
CN221072907U
CN221072907U CN202322641031.2U CN202322641031U CN221072907U CN 221072907 U CN221072907 U CN 221072907U CN 202322641031 U CN202322641031 U CN 202322641031U CN 221072907 U CN221072907 U CN 221072907U
Authority
CN
China
Prior art keywords
infiltration
calandria
pipe
collecting
water
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.)
Active
Application number
CN202322641031.2U
Other languages
Chinese (zh)
Inventor
安长青
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.)
Hubei Yuanchuang International Construction Engineering Consulting Co ltd
Original Assignee
Hubei Yuanchuang International Construction Engineering Consulting Co ltd
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 Hubei Yuanchuang International Construction Engineering Consulting Co ltd filed Critical Hubei Yuanchuang International Construction Engineering Consulting Co ltd
Priority to CN202322641031.2U priority Critical patent/CN221072907U/en
Application granted granted Critical
Publication of CN221072907U publication Critical patent/CN221072907U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Sewage (AREA)

Abstract

The utility model relates to the field of seepage and discharge pipe fittings, and discloses a seepage and discharge pipe fitting for sponge urban water circulation design, which comprises a collecting pipe, a sedimentation tank and a water pump, wherein a plurality of collecting grooves are formed in the upper surface of the collecting pipe, collecting ports are formed in the inner bottom surfaces of the collecting grooves, filter cups are clamped and matched with the upper surfaces of the collecting ports, a water guide groove is formed in the collecting pipe, the sedimentation tank is arranged on the outer wall of one side of the collecting pipe, a water inlet is formed in the upper surface of the sedimentation tank, a limiting groove is formed in the inner wall of the water inlet, and a filter screen is clamped and matched with the inner surface of the limiting groove. According to the utility model, the auxiliary infiltration pipes on the main infiltration pipes are buried underground, and the infiltration holes on the plurality of infiltration rings on the auxiliary infiltration pipes can uniformly inject water into soil for infiltration, and meanwhile, the infiltration rings at different positions on the auxiliary infiltration pipes can be used for carrying out drainage infiltration on soil with different depths, so that the soil can be further infiltrated.

Description

Sponge city hydrologic cycle design is with oozing calandria spare
Technical Field
The utility model relates to the field of seepage and discharge pipe fittings, in particular to a seepage and discharge pipe fitting for sponge urban water circulation design.
Background
The seepage and drainage pipe fitting is a pipeline connecting piece used in civil engineering, constructional engineering and drainage systems, is mainly used for seepage treatment in the drainage systems, can drain or guide seepage water or underground water to a designated place, plays an important role in the civil engineering and the constructional engineering, can effectively treat seepage problems, and maintains the stability of an underground structure and the normal operation of the drainage systems.
However, in the use process of the traditional infiltration pipe fitting, rainwater is not easy to be uniformly collected in rainy days, so that a large amount of rainwater is likely to run off, and then the rainwater is not easy to be collected by the sedimentation tank, and meanwhile, when the traditional infiltration pipe fitting permeates soil, the traditional infiltration pipe fitting does not uniformly permeate the soil, so that groundwater supply and plant growth are unlikely to occur, inconvenience is likely to be brought to long-term use of workers, and therefore, technical improvement is urgently needed.
Disclosure of utility model
The utility model aims to solve the defects in the prior art, and provides a seepage and drainage pipe fitting for sponge urban water circulation design, which can collect rainwater through a sedimentation cavity in a sedimentation tank, and can filter rainwater entering the sedimentation cavity again through a filter screen on a water inlet, so that the rainwater can be kept clean, and meanwhile, the rainwater in the sedimentation cavity is conveyed into a water guide pipe by a water pump, so that the collected rainwater can permeate a designated place.
In order to achieve the above purpose, the present utility model provides the following technical solutions:
The utility model provides a sponge city hydrologic cycle design is with oozing calandria spare, includes collecting pipe, sedimentation tank and water pump, a plurality of collecting tanks have been seted up to the upper surface of collecting pipe, the collecting port has all been seted up to the interior bottom surface of collecting tank, the upper surface of collecting port all joint cooperation has the filter bowl, the guiding gutter has been seted up to the inside of collecting pipe, the outer wall of collecting pipe one side is provided with the sedimentation tank, the water inlet has been seted up to the upper surface of sedimentation tank, the sedimentation chamber has been seted up to the inside of sedimentation tank;
Through above-mentioned technical scheme, the auxiliary infiltration calandria through on the main infiltration calandria buries underground, and the infiltration hole on a plurality of infiltration row rings on the auxiliary infiltration calandria of rethread can be even permeate for soil water injection, and infiltration can be carried out the drainage infiltration for the soil of different degree of depth through the infiltration row ring of the different positions on the auxiliary infiltration calandria simultaneously to can further permeate soil.
Further, a limit groove is formed in the inner wall of the water inlet, and a filter screen is clamped and matched in the limit groove;
Through above-mentioned technical scheme, can filter the water of getting into through the filter screen on the water inlet.
Further, the front end of the sedimentation tank is provided with a water guide calandria, and pipe bodies at two sides of the water guide calandria are fixedly connected with first electromagnetic control valves;
Through the technical scheme, the water inlet in the water guide calandria can be controlled through the first electromagnetic control valve.
Further, the outer walls of the front ends of the water guide calandria are fixedly connected with a plurality of main seepage calandria, and the pipe bodies of the rear ends of the main seepage calandria are fixedly connected with second electromagnetic control valves;
Through the technical scheme, the water inflow in the main seepage and discharge pipe can be controlled through the second electromagnetic control valve.
Further, the lower surfaces of the main infiltration pipes are fixedly connected with a plurality of auxiliary infiltration pipes, the outer walls of the auxiliary infiltration pipes are fixedly connected with a plurality of infiltration rings, and a plurality of infiltration holes are formed in the whole body of the outer walls of the infiltration rings;
Through above-mentioned technical scheme, can permeate through a plurality of infiltration row rings on the auxiliary infiltration row pipe.
Further, the front end of the lower part of the outer wall of one side of the sedimentation tank is fixedly connected with a sewage drain pipe, and the lower part of the outer wall of one side of the sedimentation tank, which is far away from the center of the sedimentation cavity, is provided with a water outlet;
Through above-mentioned technical scheme, can carry out the blowdown to the inside of sedimentation chamber through the blow off pipe, can carry out the discharge to the water in the sedimentation chamber through the delivery port.
Further, the collecting pipe is fixedly connected with the sedimentation tank through a water pipe;
Through above-mentioned technical scheme, can make the rainwater of collection drain into the precipitation tank through the water pipe on the collecting pipe.
Further, the water pump is fixedly connected with the sedimentation tank and the water guide calandria through a water pipe;
Through above-mentioned technical scheme, can make the sedimentation tank carry in the water guide calandria through the water pump.
The utility model has the following beneficial effects:
1. Compared with the existing seepage pipe fitting, the seepage pipe fitting for the sponge city water circulation design provided by the utility model can fully collect rainwater through the plurality of collecting tanks on the collecting pipe, and meanwhile, the rainwater in the collecting tank can be filtered through the filter cup in the collecting tank, so that the rainwater can flow into the water guide tank through the collecting port, and the rainwater can be uniformly collected.
2. Compared with the existing infiltration pipe fitting, the infiltration pipe fitting for the sponge urban water circulation design provided by the utility model is buried underground through the auxiliary infiltration pipe fitting on the main infiltration pipe fitting, and then the infiltration pipe fitting can uniformly infiltrate soil water through infiltration holes on a plurality of infiltration rings on the auxiliary infiltration pipe fitting, and meanwhile, the infiltration pipes at different positions on the auxiliary infiltration pipe fitting can infiltrate soil at different depths, so that the soil can be further infiltrated.
3. Compared with the existing seepage pipe fitting, the seepage pipe fitting for the sponge city water circulation design provided by the utility model can collect rainwater through the sedimentation cavity in the sedimentation tank, and the rainwater entering the sedimentation cavity can be filtered again through the filter screen on the water inlet, so that the rainwater can be kept clean, and meanwhile, the rainwater in the sedimentation cavity is conveyed into the water guide pipe by the water pump, so that the collected rainwater can permeate a designated place.
Drawings
FIG. 1 is an isometric view of a seepage and drainage pipe fitting for sponge urban water circulation design;
FIG. 2 is an isometric view of a seepage and discharge pipe collecting pipe for sponge city water circulation design according to the present utility model;
FIG. 3 is an isometric view of a water drainage pipe of a seepage pipe fitting for sponge city water circulation design;
FIG. 4 is an isometric view of an auxiliary infiltration pipe of an infiltration pipe fitting for sponge municipal water circulation design according to the utility model;
fig. 5 is a front sectional view of a seeping pipe fitting settling tank for sponge city water circulation design.
1. A collection pipe; 2. a collection tank; 3. a collection port; 4. a filter cup; 5. a sedimentation tank; 6. a sedimentation chamber; 7. a water inlet; 8. a limit groove; 9. a filter screen; 10. a water outlet; 11. a blow-down pipe; 12. a water pump; 13. a water-guiding calandria; 14. a first solenoid control valve; 15. a main infiltration pipe; 16. a second solenoid control valve; 17. an auxiliary infiltration calandria; 18. a seepage ring; 19. a seepage hole; 20. a water guiding groove.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Referring to fig. 1-5, one embodiment provided by the present utility model is: the utility model provides a sponge city hydrologic cycle design is with oozing calandria spare, including collecting pipe 1, sedimentation tank 5 and water pump 12, a plurality of collecting vat 2 have been seted up to collecting vat 1's upper surface, collecting port 3 has all been seted up to collecting vat 2's interior bottom surface, collecting port 3's upper surface all joint cooperation has filter bowl 4, guiding gutter 20 has been seted up to collecting pipe 1's inside, collecting pipe 1 one side's outer wall is provided with sedimentation tank 5, water inlet 7 has been seted up to sedimentation tank 5's upper surface, spacing groove 8 has been seted up to water inlet 7's inner wall, spacing groove 8's inside joint cooperation has filter screen 9, sedimentation chamber 6 has been seted up to sedimentation tank 5's inside;
The rainwater can be fully collected through the plurality of collecting tanks 2 on the collecting pipe 1, and meanwhile, the rainwater in the collecting tank 2 can be filtered through the filter cup 4 in the collecting tank 2, so that the rainwater can flow into the water guide tank 20 through the collecting port 3, and the rainwater can be uniformly collected.
The front end of the sedimentation tank 5 is provided with a water guide calandria 13, the pipe bodies on two sides of the water guide calandria 13 are fixedly connected with a first electromagnetic control valve 14, water inflow in the water guide calandria 13 can be controlled through the first electromagnetic control valve 14, a plurality of main infiltration calandria 15 are fixedly connected to the outer wall of the front end of the water guide calandria 13, the pipe bodies on the rear end of the main infiltration calandria 15 are fixedly connected with a second electromagnetic control valve 16, the water inflow in the main infiltration calandria 15 can be controlled through the second electromagnetic control valve 16, a plurality of auxiliary infiltration calandria 17 are fixedly connected to the lower surface of the main infiltration calandria 15, a plurality of infiltration rings 18 are fixedly connected to the outer wall of the auxiliary infiltration calandria 17, a plurality of infiltration holes 19 are formed in the whole body of the outer wall of the infiltration rings 18, infiltration rings 18 can infiltrate through the plurality of infiltration rings 19, a plurality of infiltration pipes 11 are fixedly connected to the front end of the lower part of the outer wall on one side of the sedimentation tank 5, a lower part of the sedimentation tank 5 is far away from the sedimentation chamber 6, a water outlet 10 is formed in the lower part of the outer wall on one side of the sedimentation tank 5, the inner part of the sedimentation tank 6 can be controlled through the second electromagnetic control valve 16, a plurality of drainage pipes 10 can be connected to the inner drainage pipes 6 through the drainage pipes 10, a plurality of drainage pipes can be connected to the sedimentation tank 1 through the sedimentation tank 1 and the sedimentation tank 1 through the water guide pipes 1 and the sedimentation tank 13, and the sedimentation tank 1 can be connected to the water pump 1 through the sedimentation tank 1.
Working principle: when the infiltration pipe fitting is used, rainwater can be collected through the sedimentation cavity 6 in the sedimentation tank 5 in the use process, and the rainwater entering the sedimentation cavity 6 can be filtered again through the filter screen 9 on the water inlet 7, so that the rainwater can be kept clean, meanwhile, the rainwater in the sedimentation cavity 6 is conveyed into the water guide calandria 13 through the water pump 12, the rainwater can be fully collected through the plurality of collecting tanks 2 on the collecting pipe 1, meanwhile, the rainwater in the collecting tank 2 can be filtered through the filter cup 4 in the collecting tank 2, so that the rainwater can flow into the water guide tank 20 through the collecting port 3, the rainwater is buried underground through the auxiliary infiltration calandria 17 on the main infiltration calandria 15, the water can be uniformly infiltrated for the water injection, and meanwhile, the soil with different depths can be infiltrated for the water through the infiltration rings 18 at different positions on the auxiliary infiltration calandria 17.
Finally, it should be noted that: the foregoing description is only illustrative of the preferred embodiments of the present utility model, and although the present utility model has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the embodiments described, or equivalents may be substituted for elements thereof, and any modifications, equivalents, improvements or changes may be made without departing from the spirit and principles of the present utility model.

Claims (8)

1. The utility model provides a sponge city hydrologic cycle design is with oozing calandria spare, includes collecting pipe (1), sedimentation tank (5) and water pump (12), its characterized in that: the collecting pipe is characterized in that a plurality of collecting tanks (2) are formed in the upper surface of the collecting pipe (1), collecting ports (3) are formed in the inner bottom surface of each collecting tank (2), filter cups (4) are matched with the upper surface of each collecting port (3) in a clamping mode, a water guide groove (20) is formed in the collecting pipe (1), a settling tank (5) is arranged on the outer wall of one side of the collecting pipe (1), a water inlet (7) is formed in the upper surface of the settling tank (5), and a settling cavity (6) is formed in the settling tank (5).
2. The foam-rubber urban water circulation design infiltration pipe fitting according to claim 1, wherein: the inner wall of the water inlet (7) is provided with a limiting groove (8), and a filter screen (9) is matched with the limiting groove (8) in a clamping way.
3. The foam-rubber urban water circulation design infiltration pipe fitting according to claim 1, wherein: the front end of the sedimentation tank (5) is provided with a water guide calandria (13), and pipe bodies at two sides of the water guide calandria (13) are fixedly connected with first electromagnetic control valves (14).
4. A foam urban water circulation design infiltration pipe fitting according to claim 3, characterized in that: the outer wall of water guide calandria (13) front end all fixedly connected with a plurality of main calandria (15) that oozes, the pipe shaft of main calandria (15) rear end all fixedly connected with second electromagnetic control valve (16).
5. The foam-rubber urban water circulation design infiltration pipe fitting according to claim 4, wherein: the lower surface of main infiltration calandria (15) all fixedly connected with is assisted a plurality of infiltration calandria (17), the outer wall of assisting infiltration calandria (17) pipe shaft all fixedly connected with a plurality of infiltration row ring (18), a plurality of infiltration row holes (19) have all been seted up to the whole body of infiltration row ring (18) outer wall.
6. The foam-rubber urban water circulation design infiltration pipe fitting according to claim 1, wherein: the front end of the lower part of the outer wall of one side of the sedimentation tank (5) is fixedly connected with a drain pipe (11), and the lower part of the outer wall of one side of the sedimentation tank (5) far away from the center of the sedimentation cavity (6) is provided with a water outlet (10).
7. The foam-rubber urban water circulation design infiltration pipe fitting according to claim 1, wherein: the collecting pipe (1) is fixedly connected with the sedimentation tank (5) through a water pipe.
8. The foam-rubber urban water circulation design infiltration pipe fitting according to claim 1, wherein: the water pump (12) is fixedly connected with the sedimentation tank (5) and the water guide calandria (13) through a water pipe.
CN202322641031.2U 2023-09-28 2023-09-28 Sponge city hydrologic cycle design is with oozing calandria spare Active CN221072907U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202322641031.2U CN221072907U (en) 2023-09-28 2023-09-28 Sponge city hydrologic cycle design is with oozing calandria spare

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202322641031.2U CN221072907U (en) 2023-09-28 2023-09-28 Sponge city hydrologic cycle design is with oozing calandria spare

Publications (1)

Publication Number Publication Date
CN221072907U true CN221072907U (en) 2024-06-04

Family

ID=91251218

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202322641031.2U Active CN221072907U (en) 2023-09-28 2023-09-28 Sponge city hydrologic cycle design is with oozing calandria spare

Country Status (1)

Country Link
CN (1) CN221072907U (en)

Similar Documents

Publication Publication Date Title
CN112127419A (en) Landscape rainwater is collected and water recycling system
CN105178425A (en) Flood-drainage, water-supplementing and water-changing pump station junction design for cities and towns
CN101263797B (en) Fresh water culturing farm tube valve ecological irrigating and discharging system
CN107700461B (en) Saline-alkali soil improvement system
CN221072907U (en) Sponge city hydrologic cycle design is with oozing calandria spare
CN211548418U (en) Roof water circulating system
CN206255972U (en) A kind of glass toughening manure pit easily drawn clearly
CN206368389U (en) One kind backwash and sewage sucking system
CN109085005B (en) Filter performance comprehensive test platform for agriculture
CN201952879U (en) Cutoff apparatus used in municipal rainwater pipe network for cutting off the rainwater flow of the initial period
CN106948411A (en) A kind of rainwater reuse irrigation system
CN104631612B (en) Flushing system for rainwater regulation and storage tanks
CN106242029A (en) A kind of karez formula underground water pollution repair system
CN206940698U (en) A kind of domestic sewage processing system
CN209523273U (en) A kind of comprehensive temporary drainage pipe-line system
CN211057991U (en) Prefabricated pump station with self-cleaning function
CN204551507U (en) A kind of rock foundation ductule local dewatering device
CN203284291U (en) Land infiltration system adopting minimally invasive excavation for treating rural domestic sewage
CN210658636U (en) Underground automatic water storage and automatic drainage system
CN206956891U (en) A kind of sponge city double-layer drainage pipeline with filtering function
CN207894070U (en) A kind of energy-saving earth source heat pump
CN207507130U (en) Washing waste water is recycled reutilization system
CN214990579U (en) Ecological pond water inlet system and ecological pond
CN206980282U (en) Feed ditch pollution treatment device and feed ditch pollution treatment system
CN204918336U (en) Device is dealt with to mud

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant