CN114164919A - Sponge city seepage and drainage circulation system - Google Patents

Sponge city seepage and drainage circulation system Download PDF

Info

Publication number
CN114164919A
CN114164919A CN202111525568.1A CN202111525568A CN114164919A CN 114164919 A CN114164919 A CN 114164919A CN 202111525568 A CN202111525568 A CN 202111525568A CN 114164919 A CN114164919 A CN 114164919A
Authority
CN
China
Prior art keywords
fixedly connected
water
seepage
landscape pool
rod
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.)
Granted
Application number
CN202111525568.1A
Other languages
Chinese (zh)
Other versions
CN114164919B (en
Inventor
李硕
刘伟
苏昌成
王旭
高秀翠
陈涛
刘佳昆
孙娜娜
黄林
孙钰莹
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.)
Tianjin Binhai New Area Urban Planning And Design Institute Co ltd
Original Assignee
Tianjin Binhai New Area Urban Planning And Design Institute 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 Tianjin Binhai New Area Urban Planning And Design Institute Co ltd filed Critical Tianjin Binhai New Area Urban Planning And Design Institute Co ltd
Priority to CN202111525568.1A priority Critical patent/CN114164919B/en
Publication of CN114164919A publication Critical patent/CN114164919A/en
Application granted granted Critical
Publication of CN114164919B publication Critical patent/CN114164919B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F5/00Sewerage structures
    • E03F5/10Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
    • E03F5/103Naturals or landscape retention bodies, e.g. ponds
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F5/00Sewerage structures
    • E03F5/14Devices for separating liquid or solid substances from sewage, e.g. sand or sludge traps, rakes or grates
    • 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
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/60Planning or developing urban green infrastructure

Landscapes

  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Hydrology & Water Resources (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Sewage (AREA)

Abstract

The utility model relates to a drainage circulation system is oozed in sponge city, it includes the view pond of offering subaerial, be provided with the cystosepiment that floats on the surface of water in the view pond, the cystosepiment is square frame shape, the cystosepiment top is provided with the filter screen, fixed connection has three piece at least spinal branch vaulting poles under the view pond, the cystosepiment with the filter screen all is provided with the mounting hole that supplies the bracing piece to slide and peg graft. This application has the effect of conveniently clearing up impurity in the view pond.

Description

Sponge city seepage and drainage circulation system
Technical Field
The application relates to the field of urban construction, in particular to a sponge urban seepage and drainage circulation system.
Background
The concept of sponge city was proposed for the first time in 2012, and is a new generation of urban rainfall flood management concept. The sponge city is a city which can be like a sponge and has good elasticity in the aspects of adapting to environmental changes, coping with natural disasters caused by rainwater and the like, and can also be called as a water elasticity city.
The international term of the sponge city is 'low-influence development of rainwater system construction', and when the sponge city is built, 70% of rainfall is absorbed and utilized on the spot by adopting measures such as water seepage, water retention, water storage, water purification, water utilization, water drainage and the like.
In practical applications, when the rainwater is large, the pressure of the water seepage stage is often relieved by guiding the rainwater into the landscape pool. Because impurity is carried in the rainwater, so at the in-process with the leading-in view pond of rainwater, impurity that carries in the rainwater gets into the view pond along with the rainwater in, generally adopts the manual work to clear up when clearing up the impurity of rainwater, and it is comparatively troublesome when the submarine impurity of especially clearance view pond of impurity of clearance view pond aquatic.
Disclosure of Invention
In order to solve the problem of the inconvenient solution of impurity in the view pond, this application provides a drainage circulation system is oozed in sponge city.
The application provides a drainage circulation system is oozed in sponge city adopts following technical scheme:
the utility model provides a drainage circulation system is oozed in sponge city, includes the view pond of offering subaerial, be provided with the cystosepiment that floats on the surface of water in the view pond, the cystosepiment is square frame shape, the cystosepiment top is provided with the filter screen, view pond lower fixed surface is connected with three piece at least bracing pieces, the cystosepiment with the filter screen all is provided with the mounting hole that supplies bracing piece slip grafting.
Through adopting above-mentioned technical scheme, the cystosepiment floats on the surface of water all the time, and the filter screen floats on the surface of water under the drive of cystosepiment, and after the rainwater flowed into the view pond, cystosepiment and filter screen rose along with the surface of water, and the impurity that carries in the rainwater stays the filter screen department at the view pond surface of water. After the rainfall stops, the filter screen is taken out from the water surface of the landscape pool, impurities on the filter screen are cleaned, and the process of cleaning the impurities on the filter screen is convenient.
Optionally, the foam board upper surface is fixedly connected with a square reinforcing plate, and the reinforcing plate upper surface is abutted to the lower surface of the filter screen.
Through adopting above-mentioned technical scheme, at the in-process that the cystosepiment rises along with the water level, the reinforcing plate rises along with the rising of cystosepiment, and the setting of reinforcing plate has reduced the cystosepiment because the breaking possibility takes place for bearing the pulling force.
Optionally, a first inserting hole is formed in a side wall of the top of the landscape pool, a first connecting block is fixedly connected to the outer wall of the landscape pool, a first inserting groove communicated with the first inserting hole is formed in the side wall of the first connecting block close to the landscape pool, a first inserting rod is inserted in the first inserting hole in a sliding manner, an inclined surface is arranged at one end, away from the first inserting groove, of the first inserting rod, the top of the inclined surface is away from the first inserting groove, a second inserting hole is formed in the bottom of the first inserting groove, a second inserting rod fixedly connected with the side wall, away from the landscape pool, of the first inserting rod is inserted in the second inserting hole in a sliding manner, a spring is fixedly connected to the side wall, away from the landscape pool, of the first inserting groove, one end, away from the landscape pool, of the spring is fixedly connected with the bottom of the first inserting groove, a supporting plate fixedly connected with the outer wall of the landscape pool is fixedly connected to the lower surface of the first connecting block, one end of the second inserting rod, far away from the landscape pool, is fixedly connected with a first rack which is connected with the upper surface of the supporting plate in a sliding manner, the upper surface of the supporting plate is fixedly connected with two first supporting blocks, a first rotating rod is rotatably connected between the two first supporting blocks, the first rotating rod is fixedly connected with a first gear which is meshed with the first rack, one end of the first rotating rod, far away from the first gear, is fixedly connected with a second gear, the side wall of the bottom of the landscape pool is communicated with a sewer pipe, one end of the sewer pipe, far away from the landscape pool, is connected with a sewer, the sewer pipe is fixedly communicated with a second connecting block, a cavity is arranged inside the second connecting block, the bottom of the cavity is slidably inserted with a first baffle which blocks the sewer pipe, a third inserting hole is arranged inside the upper surface of the second connecting block, and a third connecting block is fixedly connected with the upper surface of the second connecting block, the upper surface of the third connecting block is internally provided with a fourth inserting hole communicated with the third inserting hole in a penetrating mode, the upper surface of the first baffle is fixedly connected with a third inserting rod which is fixedly connected with the third inserting hole and the fourth inserting hole in a sliding inserting mode, and one end, far away from the sewer pipeline, of the third inserting rod is fixedly connected with a second rack meshed with the second gear.
Through adopting above-mentioned technical scheme, when the rainwater flowed into to the view pond, reinforcing plate and filter screen rebound under the drive of cystosepiment, when the rainwater inflow was too much, the reinforcing plate drove the filter screen and keeps away from the lateral wall butt of first spliced eye with first spliced pole and promoted first spliced pole and remove to the inside of first inserting groove, first spliced pole drives the second spliced pole, first rack removes to the direction of keeping away from the view pond, first rack drives first gear in proper order, first rotation pole, the second gear rotates. The second gear drives the second rack, the third inserting rod and the first baffle to vertically move upwards in sequence, the first baffle is finally loosened to achieve the separation effect on a sewer pipeline, and water in the landscape pool flows into a sewer through the sewer pipeline, so that the probability that the water in the landscape pool overflows out of the landscape pool when the rainfall is excessive is reduced. When the rainfall stops, the surface of water in the view pond descends, the cystosepiment, reinforcing plate and filter screen descend along with the surface of water, reinforcing plate and filter screen loosen the impetus to first grafting pole, first grafting pole is to the direction removal that is close to the view pond under the effect of spring, first grafting pole drives the second grafting pole, first rack is to the direction removal that is close to the view pond, first rack drives first gear in proper order, first rotation pole, the second gear rotates, the second gear drives the second rack in proper order, the third grafting pole, the vertical downstream of first baffle, finally make first baffle cut off sewer pipe again, initial position is got back to first grafting pole this moment.
Optionally, the upper surface of the supporting rod is fixedly connected with a second rotating rod, the second rotating rod is rotatably connected with a first stop dog, a fifth inserting hole is formed in the upper surface of the first stop dog, a fourth inserting rod is slidably inserted in the fifth inserting hole, and a second inserting groove slidably inserted in the fourth inserting rod is formed in the upper surface of the supporting rod.
Through adopting above-mentioned technical scheme, behind the view pond was all put into along the bracing piece to cystosepiment, reinforcing plate, filter screen, at first rotated first dog, made fifth spliced eye and second spliced groove align, then inserted the fourth spliced pole along fifth spliced eye, the tank bottom butt of fourth spliced pole bottom and second spliced groove to the rotation of first dog has been restricted, the probability of filter screen landing from the bracing piece top has been restricted to the part that first dog stretches out the bracing piece. When sewer pipe department at view bottom of the pool blockked up, the foam board drove backup pad, filter screen and rise along with the surface of water together until crossing first peg graft pole place height, and reinforcing plate and filter screen loosen the driving force to first peg graft pole, and first peg graft pole is got back to initial position and is driven first baffle and cut off sewer pipe, reduces sewer pipe refluence and causes the possibility of polluting. When the filter screen rose first dog department, thereby the filter screen was blocked inside the view pond by first dog to staying, when relevant personnel saw the filter screen to float, reminded relevant personnel sewer pipe department and blockked up to make relevant personnel in time handle.
Optionally, four equal fixedly connected with third dwang in bracing piece upper surface, the third dwang all rotates and is connected with the second dog, the second dog with the fourth inserted link is kept away from the lateral wall butt of second inserting groove.
Through adopting above-mentioned technical scheme, when the bottom that fourth peg graft pole inserted fifth jack hole and fourth peg graft pole and the tank bottom butt of second inserting groove, rotate the second dog and block the fourth peg graft pole, reduced the probability that the fourth peg pole falls out from the fifth jack hole.
Optionally, a first magnet is fixedly connected to the bottom of the second insertion groove, and a second magnet attracted to the first magnet is fixedly connected to one end, away from the second stopper, of the fourth insertion rod.
By adopting the technical scheme, after the fourth plug rod is inserted into the second plug groove, the first magnet and the second magnet attract each other, so that the probability that the fourth plug rod falls out of the fifth plug hole is reduced.
Optionally, a green belt is laid on the ground, a soil layer is laid below the green belt, a water collecting pipe is buried in the soil layer, a plurality of first seepage holes are formed in the side wall of the water collecting pipe, a water collecting well is buried under the ground, and the water collecting pipe is communicated with the water collecting well.
Through adopting above-mentioned technical scheme, when the rainfall, the rainwater passes through the greenbelt, during the slow infiltration of permeating into the collector pipe through first needle tax control of effect of loam layer, the rainwater of collecting in the collector pipe flows into the sump pit and collects.
Optionally, a water storage tower is arranged above the ground, the top of the water storage tower is communicated with a water inlet pipeline, a water pumping pipeline is fixedly connected to the side wall of the bottom of the water collecting well, a water pump is arranged on the ground, a water inlet of the water pump is communicated with the water pumping pipeline, and a water outlet of the water pump is communicated with the water inlet pipeline.
Through adopting above-mentioned technical scheme, after the rainwater in the sump pit is collected to certain degree, take out the rainwater of collecting in with the sump pit through the water pump and reserve in the aqua storage tower.
Optionally, the bottom of the water storage tower is communicated with a water using pipeline, the water using pipeline is communicated with the side wall of the landscape pool, and a water valve is arranged at one end, close to the landscape pool, of the water using pipeline.
Through adopting above-mentioned technical scheme, when the rainwater volume is less, when the water yield in the view pond is not enough, open the water valve, the rainwater in the aqua storage tower flows through using the water pipeline, has realized the reuse to the rainwater of collecting.
Optionally, the side wall of the landscape pool is provided with a plurality of second water seepage holes.
Through adopting above-mentioned technical scheme, the setting of second infiltration hole for the rainwater of collecting in the view pond slowly permeates to the underground, has improved the ecological environment of underground.
In summary, the present application includes at least one of the following beneficial technical effects:
the foam board floats on the water surface all the time, the reinforcing board and the filter screen float on the water surface under the driving of the foam board, after rainwater flows into the landscape pool, the foam board, the reinforcing board and the filter screen rise along with the water surface, and impurities carried in the rainwater are left on the filter screen on the water surface of the landscape pool. After the rainfall stops, the filter screen is taken out of the landscape pool, impurities on the filter screen are cleaned, and the process of cleaning the impurities on the filter screen is convenient;
when the rainwater flowed into to the view pond, reinforcing plate and filter screen rebound under the drive of cystosepiment, when the rainwater inflow was too much, the reinforcing plate drove the filter screen and kept away from the lateral wall butt of first spliced eye with first spliced pole and promoted first spliced pole and remove to the inside of first spliced groove, first spliced pole drives the second spliced pole, first rack removes to the direction of keeping away from the view pond, first rack drives first gear in proper order, first rotation pole, the second gear rotates. The second gear drives the second rack, the third inserting rod and the first baffle to vertically move upwards in sequence, and finally the first baffle loosens the partition effect on the sewer pipeline, so that water in the landscape pool flows into a sewer through the sewer pipeline, and the probability that the water in the landscape pool overflows out of the landscape pool when the rainfall is excessive is reduced;
when the rainfall stops, the water surface in the landscape pool descends, the foam board, the reinforcing board and the filter screen descend along with the water surface, the reinforcing board and the filter screen loosen the pushing action on the first inserting rod, the first inserting rod moves towards the direction close to the landscape pool under the action of the spring, the first inserting rod drives the second inserting rod and the first rack to move towards the direction close to the landscape pool, the first rack sequentially drives the first gear, the first rotating rod and the second gear to rotate, the second gear sequentially drives the second rack, the third inserting rod and the first baffle to vertically move downwards, finally the first baffle separates the sewer pipeline again, and at the moment, the first inserting rod returns to the initial position;
when sewer pipe department at view bottom of the pool blockked up, the foam board drove backup pad, filter screen and rise along with the surface of water together until crossing first peg graft pole place height, and reinforcing plate and filter screen loosen the motive force to first peg graft pole inclined plane, and first peg graft pole gets back to initial position and drives first baffle and cuts off sewer pipe under the spring action, reduces sewer pipe refluence and causes the possibility of pollution. When the filter screen rose first dog department, thereby the filter screen was blocked inside the view pond by first dog to staying, when relevant personnel saw the filter screen to float, reminded relevant personnel sewer pipe department and blockked up to make relevant personnel in time handle.
Drawings
FIG. 1 is a schematic structural diagram of an embodiment of the present application;
FIG. 2 is a schematic structural diagram showing a pipe connection relationship in an embodiment of the present application;
FIG. 3 is a schematic structural view of an embodiment of the present application embodying a gusset and a foam deck;
FIG. 4 is a schematic structural diagram of a first connecting block embodied in the embodiment of the present application;
FIG. 5 is a schematic structural diagram of a second connecting block embodied in the embodiment of the present application;
fig. 6 is a schematic structural diagram of a fourth insertion rod in the embodiment of the present application.
Description of reference numerals: 1. a landscape pool; 11. a second water seepage hole; 12. a support bar; 121. a foam board; 1211. mounting holes; 122. a reinforcing plate; 123. a filter screen; 124. a second rotating lever; 1241. a first stopper; 1242. a fifth jack; 125. a second insertion groove; 1251. a fourth plug-in rod; 1252. a first magnet; 1253. a second magnet; 126. a third rotating rod; 1261. a second stopper; 13. a first plug hole; 131. a first plug-in rod; 1311. a spring; 14. a first connection block; 141. a first insertion groove; 142. a second plug hole; 143. a second plug-in rod; 15. a support plate; 151. a first rack; 152. a first support block; 153. a first rotating lever; 154. a first gear; 155. a second gear; 16. a sewer pipeline; 161. a second connecting block; 162. a cavity; 163. a first baffle plate; 164. a third plug hole; 17. a third connecting block; 171. a fourth plug hole; 172. a third plug-in rod; 173. a second rack; 2. a green belt; 21. a layer of clay; 22. a water collection pipe; 221. a first water seepage hole; 23. a water tank; 3. a water collecting well; 4. a water storage tower; 41. a water pump; 411. a water pumping pipeline; 412. a water inlet pipe; 42. a water supply pipeline; 421. a water valve.
Detailed Description
The present application is described in further detail below with reference to figures 1-6.
The embodiment of the application discloses sponge city infiltration and drainage circulation system. Referring to fig. 1, the sponge city seepage and drainage circulation system comprises a landscape pool 1 arranged on the ground, a green belt 2 is further arranged on the ground, a soil layer 21 is arranged below the green belt 2, and a plurality of water collecting pipes 22 are buried in the soil layer 21. Referring to fig. 1 and 2, each water collecting pipe 22 is provided with a plurality of first water seepage holes 221, the underground is buried with the water collecting well 3, the water collecting pipe 22 is communicated with the side wall of the water collecting well 3, the upper surface of the green belt 2 is provided with a water tank 23 downwards, one end of the water tank 23 is communicated with the side wall of the landscape pool 1, and the side wall of the landscape pool 1 is provided with a plurality of second water seepage holes 11.
During rainfall, rainwater first permeates the soil layer 21 through the green belt 2, and enters the water collecting pipe 22 through the first seepage holes 221 after seepage and drainage of the soil layer 21. The rainwater filtered by the seepage and drainage function flows into the water collecting well 3 through the water collecting pipe 22 to be collected, and when the rainwater is so large that the green belt 2 can not completely seep and drain the rainwater, the rainwater flows into the water tank 23 from the green belt 2 and flows into the landscape pool 1 along the water tank 23. Rainwater collected in the landscape pool 1 permeates into the underground through the second water seepage holes 11, so that the underground ecological environment is improved.
Referring to fig. 1 and 3, the supporting rods 12 are fixedly connected to four corners of the bottom of the landscape pool 1, a square foam board 121 is arranged in the landscape pool 1, and a square reinforcing plate 122 is fixedly connected to the upper side of the foam board 121. Foam board 121 and reinforcing plate 122 float on the surface of water and the lateral wall of foam board 121 and reinforcing plate 122 all with the lateral wall butt in view pond 1, and the reinforcing plate 122 top is provided with filter screen 123, filter screen 123 and reinforcing plate 122 upper surface butt. The four corners of the foam board 121, the reinforcing board 122 and the filter screen 123 are provided with mounting holes 1211 for the support rod 12 to be inserted and connected in a sliding manner.
When rainwater flows into the landscape pool 1, impurities carried in the rainwater are blocked on the filter screen 123, and along with the continuous injection of the rainwater, the water level in the landscape pool 1 rises. The foam board firstly rises along with the water level, the reinforcing plate 122 and the filter screen 123 move upwards along the supporting rod 12 under the drive of the foam board 121, the filter screen 123 is always positioned near the water surface of the landscape pool 1, the stability of the foam board in the moving process is improved due to the arrangement of the reinforcing plate, and the possibility of breakage of the foam board is reduced. After the rainfall stops, the filter screen 123 is taken out of the landscape pool 1 along the four support rods 12, then the filter screen 123 is cleaned, and the process of cleaning impurities on the filter screen 123 is convenient.
Referring to fig. 1 and 4, a first inserting hole 13 is formed in the side wall of the landscape pool 1, and a first inserting rod 131 is slidably inserted into the first inserting hole 13. The side wall of the first inserting rod 131 close to the landscape pool 1 is set to be an inclined plane, and the top of the inclined plane is close to the landscape pool 1. The outer wall fixedly connected with first connecting block 14 of view pond 1, first connecting block 14 is close to the lateral wall of view pond 1 and has inwards seted up first inserting groove 141, first inserting groove 141 and first spliced eye 13 intercommunication.
When the foam board 121, the reinforcing board 122 and the filter screen 123 are installed, the first inserting rod 131 is pushed into the first inserting groove 141 by manual operation, then the installing holes 1211 of the foam board 121, the reinforcing board 122 and the filter screen 123 are aligned with the supporting rod 12, the foam board 121, the reinforcing board 122 and the filter screen 123 slide down along the supporting rod 12 to the landscape pool 1, the reinforcing board 122 and the filter screen 123 float on the water surface of the landscape pool 1 under the driving of the foam board 121, and the installation of the foam board 121, the reinforcing board 122 and the filter screen 123 is completed.
After installing cystosepiment 121, reinforcing plate 122 and filter screen 123, at the in-process that the rainwater pours into view pond 1 into, cystosepiment 121 drives reinforcing plate 122 and filter screen 123 rebound, and at the in-process that reinforcing plate 122 removed, filter screen 123 and the inclined plane butt of first inserted bar 131, reinforcing plate 122 drive filter screen 123 and exert thrust to first inserted bar 131 to promote first inserted bar 131 to slide to the direction of keeping away from view pond 1 along first inserting groove 141.
Referring to fig. 1 and 4, a second inserting hole 142 is inwardly formed in the bottom of the first inserting groove 141, a second inserting rod 143 is slidably inserted into the second inserting hole 142, and the second inserting rod 143 is fixedly connected with the side wall of the first inserting rod 131 far away from the landscape pool 1. The side wall of the first inserting rod 131 far from the landscape pool 1 is fixedly connected with a spring 1311, and one end of the spring 1311 far from the landscape pool 1 is fixedly connected with the bottom of the first inserting groove 141. The lower surface of the first connecting block 14 is fixedly connected with a supporting plate 15, and the supporting plate 15 is fixedly connected with the outer wall of the landscape pool 1. One end of the second inserting rod 143 far away from the landscape pool 1 is fixedly connected with a first rack 151, and the first rack 151 is connected with the upper surface of the supporting plate 15 in a sliding manner.
When the reinforcing plate 122 drives the filter screen 123 to push the first inserting rod 131 to move, the first inserting rod 131 pushes the second inserting rod 143 to move, and the second inserting rod 143 pushes the first rack 151 to move. When the rainwater stops, the water level in the landscape pool 1 drops, the foam board 121, the reinforcing board 122 and the filter screen 123 drop together with the water level to release the pushing force to the first inserting rod 131, and the first inserting rod 131 is ejected to the initial position under the action of the spring 1311.
Referring to fig. 4, two first supporting blocks 152 are fixedly connected to the upper surface of the supporting plate 15, and a first rotating rod 153 is rotatably connected between the two first supporting blocks 152. A first gear 154 is fixedly connected to the first rotating rod 153, the first gear 154 is engaged with the first rack 151, and a second gear 155 is fixedly connected to one end of the first rotating rod 153, which is far away from the first gear 154.
Referring to fig. 1 and 5, a sewer pipe 16 is communicated with the side wall of the bottom of the landscape pool 1, one end, away from the landscape pool 1, of the sewer pipe 16 is communicated with a sewer, a second connecting block 161 is fixedly communicated with the sewer pipe 16, a cavity 162 is arranged inside the second connecting block 161, a first baffle 163 is inserted and connected to the bottom of the cavity 162 in a sliding mode, and the first baffle 163 completely blocks the sewer pipe 16 when the bottom of the cavity 162 is located.
Referring to fig. 4 and 5, a third insertion hole 164 is formed in the upper surface of the second connection block 161, the upper surface of the second connection block 161 is fixedly connected with the third connection block 17, a fourth insertion hole 171 penetrates through the upper surface of the third connection block 17, and the fourth insertion hole 171 is communicated with the third insertion hole 164. The upper surface of the first baffle 163 is fixedly connected with a third inserting rod 172 which is slidably inserted into the third inserting hole 164 and the fourth inserting hole 171, one end of the third inserting rod 172 far away from the sewer pipe 16 is fixedly connected with a second rack 173, and the second rack 173 is engaged with the second gear 155.
When the first rack 151 moves away from the first connection block 14, the first rack 151 sequentially drives the first gear 154, the first rotation rod 153, and the second gear 155 to rotate. The second gear 155 drives the second rack 173 to move in a direction away from the third connecting block 17, the second rack 173 sequentially drives the third inserting rod 172 and the first baffle 163 to vertically move upwards, and the first baffle 163 finally releases the partition effect on the sewer pipe 16.
Referring to fig. 2, a water storage tower 4 is arranged on the ground, a water pump 41 positioned on the ground is arranged between the water storage tower 4 and the water collecting well 3, a water inlet of the water pump 41 is connected with a water pumping pipeline 411, and one end, far away from the water pump 41, of the water pumping pipeline 411 is communicated with the side wall of the bottom of the water collecting well 3. The water outlet of the water pump 41 is communicated with a water inlet pipe 412, and one end of the water inlet pipe 412, which is far away from the water pump 41, is communicated with the side wall of the top of the water storage tower 4. The bottom of the water storage tower 4 is communicated with a water using pipeline 42, the water using pipeline 42 is communicated with the side wall of the landscape pool 1, and one end of the water using pipeline 42, which is close to the landscape pool 1, is provided with a water valve 421.
The water collecting well 3 collects rainwater filtered by seepage and is pumped into the water storage tower 4 through the water pumping pipeline 411, the water pump 41 and the water inlet pipeline 412 for storage. When the water amount in the landscape pool 1 is low, the water valve 421 is opened, and the rainwater stored in the water storage tower 4 flows into the landscape pool 1 through the water using pipeline 42, so that the water amount in the landscape pool 1 is supplemented, and the collected rainwater is recycled.
Referring to fig. 1 and 6, the upper surfaces of the four support rods 12 are fixedly connected with second rotation rods 124, and the four second rotation rods 124 are rotatably connected with first stoppers 1241. The upper surfaces of the four support rods 12 are all inwardly provided with second inserting grooves 125, the second inserting grooves 125 are slidably inserted with fourth inserting rods 1251, and the upper surfaces of the four first stoppers 1241 are all inwardly provided with fifth inserting holes 1242 for the fourth inserting rods 1251 to be slidably inserted.
After the foam plate 121, the reinforcing plate 122 and the filter screen 123 are placed along the four support rods 12, the first stopper 1241 is rotated, and the fourth insertion rod 1251 is inserted along the fifth insertion hole 1242 when the fifth insertion hole 1242 is aligned with the second insertion groove 125, and the fourth insertion rod 1251 restricts the rotation of the first stopper 1241. The part of the first stopper 1241 extending out of the supporting rod 12 blocks the filter screen 123, the reinforcing plate 122 and the foam board 121 from crossing the top of the supporting rod 12, so that the probability that the filter screen 123, the reinforcing plate 122 and the foam board 121 fall off from the supporting rod 12 when rainwater is too large is reduced.
When the rainfall is large and the sewer pipe 16 is blocked, the foam board 121 drives the reinforcing plate 122 and the filter screen 123 to rise together along with the water surface in the landscape pool 1, after the foam board 121, the reinforcing plate 122 and the filter screen 123 all cross the height of the first inserting rod 131, the thrust on the inclined surface of the first inserting rod 131 is released by the foam board 121 and the reinforcing plate 122, the first inserting rod 131 returns to the initial position under the action of the spring 1311 and drives the first baffle 163 to cut off the sewer pipe 16 again, and then the possibility of pollution caused by backflow of the sewer pipe 16 is reduced.
When the filter screen 123 reaches the top of the support rod 12, the first stopper 1241 limits the filter screen 123 to move upwards, and the filter screen 123 is located at the top of the landscape pool 1. When the relevant staff observes the position of the filter screen, the relevant staff is reminded of blocking the sewer pipeline 16, so that the relevant staff can timely handle the water.
Referring to fig. 1 and 6, the upper surfaces of the four support rods 12 are fixedly connected with third rotation rods 126, the tops of the four third rotation rods 126 are rotatably connected with second stoppers 1261, the second stoppers 1261 abut against the upper surface of the fourth plug rod 1251, the bottom of the second plug groove 125 is fixedly connected with a first magnet 1252, and the lower surface of the fourth plug rod 1251 is fixedly connected with a second magnet 1253 attracted to the first magnet 1252.
After the fourth plugging rod 1251 is inserted into the fifth plugging hole 1242 and the second plugging groove 125, the second stopper 1261 is rotated, the lower surface of the second stopper 1261 abuts against the upper surface of the fourth plugging rod 1251, and the second movement of the fourth plugging rod 1251 along the plugging groove is limited, so that the probability that the fourth plugging rod 1251 falls out of the fifth plugging hole 1242 and the second plugging groove 125 is reduced.
The implementation principle of the sponge city seepage and drainage circulation system is as follows: during rainfall, rainwater first permeates the soil layer 21 through the green belt 2, and enters the water collecting pipe 22 through the first seepage holes 221 after seepage and drainage of the soil layer 21. The rainwater filtered by the seepage and drainage function flows into the water collecting well 3 through the water collecting pipe 22 to be collected, and when the rainwater is so large that the green belt 2 can not completely seep and drain the rainwater, the rainwater flows into the water tank 23 from the green belt 2 and flows into the landscape pool 1 along the water tank 23;
when the rainfall is large and the first baffle 163 needs to be removed from the partition function of the sewer pipeline 16, the foam board 121 drives the reinforcing plate 122 and the filter screen 123 to move upwards, in the moving process of the reinforcing plate 122, the filter screen 123 abuts against the inclined surface of the first inserting rod 131, the reinforcing plate 122 drives the filter screen 123 to apply thrust to the first inserting rod 131, so that the first inserting rod 131 is pushed to slide along the first inserting groove 141 in the direction away from the landscape pool 1, the first inserting rod 131 pushes the second inserting rod 143 to move, the second inserting rod 143 pushes the first rack 151 to move, and the first rack 151 sequentially drives the first gear 154, the first rotating rod 153 and the second gear 155 to rotate. The second gear 155 drives the second rack 173 to move in a direction away from the third connecting block 17, and the second rack 173 sequentially drives the third inserting rod 172 and the first baffle 163 to move vertically upward.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.

Claims (10)

1. The utility model provides a drainage circulation system is oozed in sponge city which characterized in that: including view pond (1) of seting up subaerial, be provided with cystosepiment (121) that float on the surface of water in view pond (1), cystosepiment (121) are square frame shape, cystosepiment (121) top is provided with filter screen (123), view pond (1) lower fixed surface is connected with three piece at least bracing pieces (12), cystosepiment (121) with filter screen (123) all are provided with and supply bracing piece (12) slip mounting hole (1211) of pegging graft.
2. The urban sponge seepage and drainage circulation system according to claim 1, characterized in that: the upper surface of the foam plate (121) is fixedly connected with a square reinforcing plate (122), and the upper surface of the reinforcing plate (122) is abutted to the lower surface of the filter screen (123).
3. The urban sponge seepage and drainage circulation system according to claim 2, characterized in that: the landscape pool comprises a landscape pool (1), a first inserting hole (13) is formed in the top of the side wall of the landscape pool (1), a first connecting block (14) is fixedly connected to the outer wall of the landscape pool (1), a first inserting groove (141) communicated with the first inserting hole (13) is formed in the side wall, close to the landscape pool (1), of the first connecting block (14), a first inserting rod (131) is inserted in the first inserting hole (13) in a sliding mode, one end, far away from the first inserting groove (141), of the first inserting rod (131) is arranged to be an inclined surface, a second inserting hole (142) is formed in the groove bottom of the first inserting groove (141), a second inserting rod (143) fixedly connected with the first inserting rod (131) is inserted in the second inserting hole (142) in a sliding mode, a spring (1311) is fixedly connected to the side wall, far away from the landscape pool (1), of the spring (1311), one end, far away from the landscape pool (1), is fixedly connected with the groove bottom of the first inserting groove (141), the lower surface of the first connecting block (14) is fixedly connected with a supporting plate (15), one end, far away from the landscape pool (1), of the second inserting rod (143) is fixedly connected with a first rack (151) in sliding connection with the upper surface of the supporting plate (15), the upper surface of the supporting plate (15) is fixedly connected with two first supporting blocks (152), a first rotating rod (153) is rotatably connected between the two first supporting blocks (152), a first gear (154) meshed with the first rack (151) is fixedly connected to the first rotating rod (153), one end, far away from the first gear (154), of the first rotating rod (153) is fixedly connected with a second gear (155), the side wall of the bottom of the landscape pool (1) is communicated with a sewer pipeline (16), the sewer pipeline (16) is fixedly communicated with a second connecting block (161), and a cavity (162) is arranged inside the second connecting block (161), the bottom of the cavity (162) is slidably inserted with a first baffle (163) blocking the sewer pipe (16), a third insertion hole (164) is formed in the upper surface of the second connecting block (161), a third connecting block (17) is fixedly connected to the upper surface of the second connecting block (161), a fourth insertion hole (171) communicated with the third insertion hole (164) is formed in the upper surface of the third connecting block (17) in an inward penetrating mode, a third insertion rod (172) is fixedly connected to the upper surface of the first baffle (163) and is in sliding insertion connection with the third insertion hole (164) and the fourth insertion hole (171), and a second rack (173) meshed with the second gear (155) is fixedly connected to one end, far away from the sewer pipe (16), of the third insertion rod (172).
4. The urban sponge seepage and drainage circulation system according to claim 3, characterized in that: the utility model discloses a bracing piece, including bracing piece (12), the equal fixedly connected with second dwang (124) of upper surface, second dwang (124) all rotates and is connected with first dog (1241), be provided with fifth spliced eye (1242) in first dog (1241) upper surface, it has fourth spliced pole (1251) to slide to peg graft in fifth spliced eye (1242), bracing piece (12) upper surface is provided with second inserting groove (125) with fourth spliced pole (1251) slide grafting inwards.
5. The urban sponge seepage and drainage circulation system according to claim 4, characterized in that: the upper surfaces of the four support rods (12) are fixedly connected with third rotating rods (126), the third rotating rods (126) are rotatably connected with second stop blocks (1261), and the second stop blocks (1261) are abutted to the side walls, far away from the second inserting groove (125), of the fourth inserting rod (1251).
6. The urban sponge seepage and drainage circulation system according to claim 4, characterized in that: the bottom of the second inserting groove (125) is fixedly connected with a first magnet (1252), and one end, far away from the second stop block (1261), of the fourth inserting rod (1251) is fixedly connected with a second magnet (1253) which is attracted to the first magnet (1252).
7. The urban sponge seepage and drainage circulation system according to claim 1, characterized in that: the greening belt (2) is paved on the ground, a mud layer (21) is paved below the greening belt (2), a water collecting pipe (22) is buried in the mud layer (21), a plurality of first seepage holes (221) are formed in the side wall of the water collecting pipe (22), a water collecting well (3) is buried under the ground, and the water collecting pipe (22) is communicated with the water collecting well (3).
8. The urban sponge seepage and drainage circulation system according to claim 7 is characterized in that: the ground top is provided with aqua storage tower (4), aqua storage tower (4) top intercommunication has inlet channel (412), lateral wall fixedly connected with pumping pipe (411) bottom sump pit (3), subaerial water pump (41) that is provided with, the water inlet of water pump (41) with pumping pipe (411) intercommunication, the delivery port and inlet channel (412) intercommunication of water pump (41).
9. The urban sponge seepage and drainage circulation system according to claim 8, characterized in that: the bottom of aqua storage tower (4) communicates with useful water pipeline (42), use water pipeline (42) and view pond (1) lateral wall intercommunication, the one end that is close to view pond (1) with water pipeline (42) is provided with water valve (421).
10. The urban sponge seepage and drainage circulation system according to claim 1, characterized in that: the side wall of the landscape pool (1) is provided with a plurality of second water seepage holes (11).
CN202111525568.1A 2021-12-14 2021-12-14 Sponge city seepage drainage circulation system Active CN114164919B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202111525568.1A CN114164919B (en) 2021-12-14 2021-12-14 Sponge city seepage drainage circulation system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202111525568.1A CN114164919B (en) 2021-12-14 2021-12-14 Sponge city seepage drainage circulation system

Publications (2)

Publication Number Publication Date
CN114164919A true CN114164919A (en) 2022-03-11
CN114164919B CN114164919B (en) 2023-08-25

Family

ID=80486373

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202111525568.1A Active CN114164919B (en) 2021-12-14 2021-12-14 Sponge city seepage drainage circulation system

Country Status (1)

Country Link
CN (1) CN114164919B (en)

Citations (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100576323B1 (en) * 2005-10-11 2006-05-08 케이에스엠기술 주식회사 Rainwater member of concrete drainage for road
KR100584075B1 (en) * 2006-02-22 2006-05-29 주식회사 포스에이씨 종합감리 건축사사무소 Apartment house foundation work drainage member structure
JP3148921U (en) * 2008-12-19 2009-03-05 株式会社ホクコン Rain water filter
US20140158598A1 (en) * 2012-12-10 2014-06-12 Thomas H. Happel Storm water vault having an articulated floating screen filter system
CA2918095A1 (en) * 2015-09-24 2017-03-24 Charlie J. Schafer Long pond water management system
CN211836687U (en) * 2020-03-09 2020-11-03 浙江广厦建设职业技术学院 Indoor water landscape filtering device
CN213060564U (en) * 2020-07-31 2021-04-27 乐昌市市政建设工程有限公司 Rural sewage treatment plant capable of deodorizing
CN213296596U (en) * 2020-09-22 2021-05-28 广东筑兴建设工程有限公司 City greenery patches plant is detained and is taken view structure
CN113026913A (en) * 2021-03-22 2021-06-25 广东盛欣建设有限公司 Municipal road drainage system for sponge city
CN213682420U (en) * 2020-08-29 2021-07-13 深圳市润辰建设发展有限公司 Drainage device in sponge city
CN214005817U (en) * 2020-11-18 2021-08-20 深圳市恒利建筑工程有限公司 Sponge city flood discharge system
CN113482136A (en) * 2021-07-12 2021-10-08 景中园(江苏)生态环境工程有限公司 Integrated sump pit that sponge city engineering was used
CN214460930U (en) * 2020-12-01 2021-10-22 宜宾明申建筑工程有限公司 Environment-friendly sponge city's rainwater circulation system
CN214614450U (en) * 2021-04-21 2021-11-05 北京市城远市政工程有限责任公司 Sponge city water circulating system

Patent Citations (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100576323B1 (en) * 2005-10-11 2006-05-08 케이에스엠기술 주식회사 Rainwater member of concrete drainage for road
KR100584075B1 (en) * 2006-02-22 2006-05-29 주식회사 포스에이씨 종합감리 건축사사무소 Apartment house foundation work drainage member structure
JP3148921U (en) * 2008-12-19 2009-03-05 株式会社ホクコン Rain water filter
US20140158598A1 (en) * 2012-12-10 2014-06-12 Thomas H. Happel Storm water vault having an articulated floating screen filter system
CA2918095A1 (en) * 2015-09-24 2017-03-24 Charlie J. Schafer Long pond water management system
CN211836687U (en) * 2020-03-09 2020-11-03 浙江广厦建设职业技术学院 Indoor water landscape filtering device
CN213060564U (en) * 2020-07-31 2021-04-27 乐昌市市政建设工程有限公司 Rural sewage treatment plant capable of deodorizing
CN213682420U (en) * 2020-08-29 2021-07-13 深圳市润辰建设发展有限公司 Drainage device in sponge city
CN213296596U (en) * 2020-09-22 2021-05-28 广东筑兴建设工程有限公司 City greenery patches plant is detained and is taken view structure
CN214005817U (en) * 2020-11-18 2021-08-20 深圳市恒利建筑工程有限公司 Sponge city flood discharge system
CN214460930U (en) * 2020-12-01 2021-10-22 宜宾明申建筑工程有限公司 Environment-friendly sponge city's rainwater circulation system
CN113026913A (en) * 2021-03-22 2021-06-25 广东盛欣建设有限公司 Municipal road drainage system for sponge city
CN214614450U (en) * 2021-04-21 2021-11-05 北京市城远市政工程有限责任公司 Sponge city water circulating system
CN113482136A (en) * 2021-07-12 2021-10-08 景中园(江苏)生态环境工程有限公司 Integrated sump pit that sponge city engineering was used

Also Published As

Publication number Publication date
CN114164919B (en) 2023-08-25

Similar Documents

Publication Publication Date Title
CN111809468B (en) Town road drainage structures
CN209732082U (en) Urban road green belt convenient to drainage
CN214597395U (en) Waste water recovery device for producing calcium silicate board
CN114319936A (en) Prefabricated assembly type green house building structure
CN114000466A (en) Dam seepage-proofing treatment method
CN114164919B (en) Sponge city seepage drainage circulation system
CN113338100B (en) Energy-concerving and environment-protective water purification road in municipal park
CN216358099U (en) Domatic afforestation structure of garden engineering
CN113455342B (en) Water-saving irrigation system for slope water and soil conservation
CN213741359U (en) Energy-saving underground water drainage equipment for building
CN212054567U (en) Anti-floating anchor rod drilling construction mud collection device
CN112177132B (en) Intelligent sewage intercepting and draining device and method based on urban ecosystem road
CN112814127A (en) Fabricated green road and construction method thereof
CN113605172A (en) Permeable pavement and construction method thereof
CN112962760A (en) Municipal drainage ditch with vegetation planting layer
CN111395982A (en) Anti-floating anchor rod drilling construction mud collection device
CN112681497A (en) Sponge city seepage and drainage structure and water circulation system thereof
CN212293065U (en) Artificial lake water body ecological restoration device
CN114991189B (en) Intelligent integrated deep foundation pit bottom water lowering and draining system
CN219297188U (en) Ecological pool for rural landscape sewage treatment
CN115059189B (en) Basement back water surface waterproof drainage structure and construction method
CN220965896U (en) Accurate water-saving irrigation system in urban green space
CN219671582U (en) Basement drainage structure
CN219240810U (en) Prevent steel grating of jam
CN115045309B (en) Ecological cofferdam suitable for wetland ecological restoration

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant