CN109056960A - Seep row's structure in sponge city - Google Patents
Seep row's structure in sponge city Download PDFInfo
- Publication number
- CN109056960A CN109056960A CN201811062166.0A CN201811062166A CN109056960A CN 109056960 A CN109056960 A CN 109056960A CN 201811062166 A CN201811062166 A CN 201811062166A CN 109056960 A CN109056960 A CN 109056960A
- Authority
- CN
- China
- Prior art keywords
- lauched
- isostere
- cap body
- infiltration
- row
- 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
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 53
- 230000008595 infiltration Effects 0.000 claims abstract description 43
- 238000001764 infiltration Methods 0.000 claims abstract description 43
- 239000002689 soil Substances 0.000 claims description 19
- 206010015866 Extravasation Diseases 0.000 claims description 11
- 230000036251 extravasation Effects 0.000 claims description 11
- 238000000746 purification Methods 0.000 claims description 5
- PCHJSUWPFVWCPO-UHFFFAOYSA-N gold Chemical compound [Au] PCHJSUWPFVWCPO-UHFFFAOYSA-N 0.000 claims description 4
- 239000010931 gold Substances 0.000 claims description 4
- 229910052737 gold Inorganic materials 0.000 claims description 4
- 230000007306 turnover Effects 0.000 claims description 4
- 210000001520 comb Anatomy 0.000 claims description 3
- 230000015271 coagulation Effects 0.000 claims 1
- 238000005345 coagulation Methods 0.000 claims 1
- 238000010586 diagram Methods 0.000 description 12
- 239000010410 layer Substances 0.000 description 8
- 239000012535 impurity Substances 0.000 description 5
- 238000000034 method Methods 0.000 description 4
- 230000000903 blocking effect Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 230000008569 process Effects 0.000 description 3
- 230000007613 environmental effect Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000009825 accumulation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 239000012466 permeate Substances 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000009738 saturating Methods 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000002344 surface layer Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F1/00—Methods, systems, or installations for draining-off sewage or storm water
- E03F1/002—Methods, systems, or installations for draining-off sewage or storm water with disposal into the ground, e.g. via dry wells
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/10—Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
-
- 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
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 present invention provides sponge city and seeps row's structure, including is lauched cap body, concrete support block and divides water connector；The bottom plate top planes center for being lauched cap body and being welded on rectangle；The evenly spaced vertical drainage mouth is offered on four side walls for being lauched cap body；The bottom plate quadrangle is fixedly connected with downwards infiltration isostere by bolt, and bottom plate is embedded in earth's surface, and is seeped isostere and be integrally embedded in underground.The setting for being lauched cap body and protection cap of the invention; it is in up-narrow and down-wide section tetrahedral structure by being lauched cap body integrally; and the top planes center for being lauched cap body offers the without hindrance upper water inlet of heavy caliber; and it is lauched the top left of cap body and right end sidewalls are fixedly welded with the protection cap of M shape upwards; just making protection cap bottom and be lauched between cap body top planes can be when encountering heavy rain or great flood; if rainwater covers be lauched cap body after can be rapidly from upper water inlet outlet, and the sundries in rainwater can be blocked in outside protection cap.
Description
Technical field
The invention belongs to municipal works, sponge urban facilities technical field, and more specifically, in particular to sponge city is seeped
Arrange structure.
Background technique
Sponge city refers to that city can have in terms of adapting to environmental change and reply as sponge
Good " elasticity ", water suction, water storage, infiltration, water purification when raining, the water stored when needing discharged and be used.Sponge city
City's construction should follow the principles such as Ecology Precedence, and natural way is combined with artificial measures, ensure municipal drainage prevention waterlogging safety
Under the premise of, realize that rainwater in the accumulation, infiltration and purification of urban area, promotes the utilization and life of rainwater resource to the maximum extent
State environmental protection, as row's structure and sponge city water cycle are seeped in sponge city a kind of in application for patent CN201720163311.9
System is related to sponge city technical field, the sponge city water cycle system include sequentially connection sponge city seep row structure,
Net stagnant structure and water-using structure, the infiltration surface layer that wherein row's structure is seeped in sponge city drain saturating through more overflow pipes are disposed with
Blind pipe with holes is embedded in layer, every overflow pipe is located at the one end for draining permeable layers and blind pipe connection with holes, one end of blind pipe with holes
Connection is to net stagnant structure.When rainfall is smaller, rainwater enters reservoir storage, and permeates to soil horizon；When rainfall is larger,
When water level in reservoir rises to Permeable blind pipe with holes or more, rainwater exports net by ecology to net stagnant structure through blind pipe with holes
Water process, then extracted by water-using structure.The infiltration effect that row's structure is seeped in the sponge city is good, and rainwater is directly seeped to underground or row
To outside, ponding is avoided, which can realize comprehensive, effective rain flood to different rainfalls
Management.
Based on above-mentioned, the inventors discovered that, existing city seeps the sponge city in row's structure and above-mentioned patent and seeps row
Structure in use, on the one hand in order to achieve the purpose that purify water source, generally can all add water treatment plant, and in drainage
In the process, just in case blocking, the dangerous situation of big flood will be aggravated, on the other hand, if the infiltration in above-mentioned patent is drained through journey, rainwater is stopped
Time is short, and the speed permeated into soil is slow, therefore is extremely difficult to moisten the purpose of soil.
Then, in view of this, being studied improvement for existing structure and missing, sponge city is provided and seeps row's structure,
To achieve the purpose that with more more practical value.
Utility model content
In order to solve the above technical problem, the present invention provides sponge cities to seep row's structure, to solve in existing infiltration row structure
Water treatment plant is added, during drainage, just in case blocking, the dangerous situation of big flood will be aggravated, and the rainwater residence time is short,
And the speed permeated into soil is slow, therefore is extremely difficult to the problem of moistening the purpose of soil.
The purpose and effect of row's structure are seeped in sponge city of the present invention, are reached by technological means in detail below:
Row's structure is seeped in sponge city, including is lauched cap body, drainage mouth, upper water inlet, protection cap, bottom plate, seeps isostere, support
Column, exosmose emissions groove, interior infiltration emissions groove, reservoir, and overflow pipe seeps comb, water seepage hole, downcomer, rosehead, level permeable hole, whirlpool
Head is flowed, paddle, rotation axis are vortexed, seal and divides water connector at concrete support block；The bottom for being lauched cap body and being welded on rectangle
Plate top planes center；The evenly spaced vertical drainage mouth is offered on four side walls for being lauched cap body；It is described
Bottom plate quadrangle is fixedly connected with downwards infiltration isostere by bolt, and bottom plate is embedded in earth's surface, and is seeped isostere and be integrally embedded in underground；Institute
State the top for seeping the reservoir that isostere bottom is fixedly connected on rectangular-shape made of concrete the seal that bottom is arranged；
The downcomer that rectangular array shape is provided at least 18 groups is fixed on the seal；The left side wall of the reservoir and right side
The lower end of wall is arranged in parallel with five infiltration combs, and the rainwater by purification is slow by the water seepage hole opened up thereon in comb from seeping
Slow supply underground water source；The left side wall of the reservoir and the upper end of right side wall and the infiltration interstitial spaces of comb of lower section are corresponding
It is disposed with four parallel overflow pipes；Fixed build has concrete support block, and concrete support block in the middle part of the reservoir
Between be fixedly connected with wedge shape divide water connector.
Further, it is described be lauched cap body integrally and be in it is up-narrow and down-wide cut tetrahedral structure, and be lauched the top horizontal of cap body
Face center offers the without hindrance upper water inlet of heavy caliber, and is lauched the top left and right end sidewalls fixed weldering upwards of cap body
It is connected to the protection cap of M shape.
Further, infiltration isostere inner sidewall bottom inwardly polymerize, and the inner sidewall upper portion for seeping isostere is acclivitous
Structure, and lateral interior infiltration emissions groove is offered on the inner sidewall of infiltration isostere, and the outer wall for seeping isostere offers vertical extravasation row
Slot.
Further, support column is fixedly installed on the outer wall for seeping isostere, and support column is just at extravasation emissions groove
Between, and the bottom of support column is fixedly connected in reservoir top planes.
Further, the rosehead being arranged in the pipe of the downcomer top just with seep isostere top planes flush.
Further, the rosehead is integrally in the round gold tower structure reduced upwards, and every layer of rosehead is flat
The more upward the level permeable hole opened up on platform the more sparse.
Further, the top of the rosehead is rotatably connected to vortex head by rotation axis, and be vortexed head along drainage
The hierarchical structure of head is provided with vortex paddle.
Further, the overflow pipe is being to be provided with curved turnover pipe vertically downward close to reservoir end.
Compared with prior art, the invention has the following beneficial effects:
It is lauched the setting of cap body and protection cap, is in the up-narrow and down-wide tetrahedral structure that cuts by being lauched cap body integrally, and under
The top planes center of water cap body offers the without hindrance upper water inlet of heavy caliber, and is lauched the top left and right end of cap body
Side wall is fixedly welded with the protection cap of M shape upwards, and making protection cap bottom just and be lauched between cap body top planes can be
When encountering heavy rain or great flood, if cover after being lauched cap body can be rapidly from upper water inlet outlet for rainwater, and the sundries in rainwater
It can then be blocked in outside protection cap.
The setting for seeping isostere is inwardly polymerize by seeping isostere inner sidewall bottom, and seeps the inner sidewall upper portion of isostere to updip
Oblique structure, and seep and offer lateral interior infiltration emissions groove on the inner sidewall of isostere, and the outer wall for seeping isostere offer it is vertical outer
Infiltration emissions groove, so that a small amount of rainwater converged in seeping isostere can penetrate into outside by interior infiltration emissions groove and the emissions groove that exosmoses
In soil, reinforce water circulation and Soil-stored water ability in sponge urban soil, and be fixedly installed support on the outer wall of infiltration isostere
Column, and support column, just between extravasation emissions groove, and the bottom of support column is fixedly connected in reservoir top planes, thus
So that seeping isostere in use, it is able to maintain position and fixes, wherein the setting of support column, can has by force to seep isostere and providing
The outer expansionary force of power reduces soil layer directly to the active force for seeping isostere.
The setting of rosehead and vortex head on downcomer is managed the interior rosehead being arranged by downcomer top and is arranged just with infiltration
Body top planes flush, when seep isostere in water reach downcomer top rosehead at when, rainwater will be by downcomer outside
Be discharged in reservoir carry out savings or flood discharge, and seep isostere in water downcomer top is not achieved when, then remain to
The state of row is seeped in soil, rosehead is integrally in the round gold tower structure reduced upwards, and on every layer of platform of rosehead
The level permeable hole opened up it is more more upward more sparse, when rainwater enters in downcomer from rosehead, impurity will not enter is lauched
Pipe, and due to the design of rosehead generally level, impurity be difficult it is that rosehead is completely plugged so that rosehead is still
Has the function of flood discharge, the impurity saved bit by bit can be cleared up after the later period dismantles bottom plate, and the top of rosehead is turned by rotation axis
It is dynamic to be connected with vortex head, and the hierarchical structure along rosehead for being vortexed head is provided with vortex paddle, when in rainwater doped with sundries,
It can be rejected in the state of vortex.
Detailed description of the invention
Fig. 1 is axis view structural schematic diagram in right front of the invention.
Fig. 2 is the amplifier section A structural schematic diagram in Fig. 1 of the invention.
Fig. 3 is the amplifier section B structural schematic diagram in Fig. 1 of the invention.
Fig. 4 is that the axis on cap body and bottom parts that is lauched of the invention regards structural schematic diagram.
Fig. 5 is of the invention to be lauched cap body and bottom parts lower axle view structural schematic diagram.
Fig. 6 is that nothing of the invention is lauched cap body and base plate split axle view structural schematic diagram.
Fig. 7 is amplifier section structural schematic diagram in Fig. 6 of the invention.
Fig. 8 is reservoir and sealing body portion axis view structural schematic diagram of the invention.
Fig. 9 is that reservoir and seal of the invention are partially separated status architecture schematic diagram.
Figure 10 is concrete support block portion split axle view structural schematic diagram of the invention.
Figure 11 is axis view structural schematic diagram in rosehead part of the invention.
Figure 12 is rosehead and vortex head disassembled form structural schematic diagram of the invention.
In figure, the corresponding relationship of component names and accompanying drawing number are as follows:
1- is lauched cap body, 101- drainage mouth, the upper water inlet of 102-, 2- protection cap, 3- bottom plate, 4- infiltration isostere, 401- support
Column, 402- extravasation emissions groove, the interior infiltration emissions groove of 403-, 5- reservoir, 6- overflow pipe, 7- infiltration comb, 701- water seepage hole, 8- downcomer,
801- rosehead, 80101- level permeable hole, 802- are vortexed head, and 80201- is vortexed paddle, 80202- rotation axis, 9- seal, 10-
Concrete support block, 1001- divide water connector.
Specific embodiment
Embodiments of the present invention are described in further detail with reference to the accompanying drawings and examples.Following embodiment is used for
Illustrate the present invention, but cannot be used to limit the scope of the invention.
In the description of the present invention, unless otherwise indicated, the meaning of " plurality " is two or more；Term " on ",
The orientation or positional relationship of the instructions such as "lower", "left", "right", "inner", "outside", " front end ", " rear end ", " head ", " tail portion " is
It is based on the orientation or positional relationship shown in the drawings, is merely for convenience of description of the present invention and simplification of the description, rather than instruction or dark
Show that signified device or element must have a particular orientation, be constructed and operated in a specific orientation, therefore should not be understood as pair
Limitation of the invention.In addition, term " first ", " second ", " third " etc. are used for description purposes only, and should not be understood as instruction or
Imply relative importance.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " connected " " connects
Connect " it shall be understood in a broad sense, for example, it may be being fixedly connected, it may be a detachable connection, or be integrally connected；It can be machine
Tool connection, is also possible to be electrically connected；It can be directly connected, it can also be indirectly connected through an intermediary.For this field
For those of ordinary skill, the concrete meaning of above-mentioned term in the present invention can be understood with concrete condition.
Embodiment:
As shown in attached drawing 1 to attached drawing 12:
The present invention provides sponge city and seeps row's structure, including is lauched cap body 1, drainage mouth 101, upper water inlet 102, protection cap
2, bottom plate 3 seeps isostere 4, and support column 401, exosmose emissions groove 402, interior infiltration emissions groove 403, reservoir 5, and overflow pipe 6 seeps comb 7, seeps
Water hole 701, downcomer 8, rosehead 801, level permeable hole 80101, vortex head 802, vortex paddle 80201, rotation axis 80202,
Seal 9, concrete support block 10 and divides water connector 1001；3 top planes of bottom plate for being lauched cap body 1 and being welded on rectangle
Center；The evenly spaced vertical drainage mouth 101 is offered on four side walls for being lauched cap body 1；The bottom plate 3 four
Angle is fixedly connected with downwards by bolt seeps isostere 4, and bottom plate 3 is embedded in earth's surface, and is seeped 4 entirety of isostere and be embedded in underground；It is described
Seep the top that the seal 9 that 4 bottom of isostere is arranged bottom is fixedly connected on the reservoir 5 of rectangular-shape made of concrete
Portion；The downcomer 8 that rectangular array shape is provided at least 18 groups is fixed on the seal 9；The left side wall of the reservoir 5
With the lower end of right side wall be arranged in parallel with five infiltration combs 7, and the rainwater by purification from seeping in comb 7 by opening up thereon
Water seepage hole 701 slowly supplies underground water source；The infiltration comb 7 of the left side wall of the reservoir 5 and the upper end of right side wall and lower section
Interstitial spaces are corresponding to be disposed with four parallel overflow pipes 6；Fixed build has concrete support block in the middle part of the reservoir 5
10, and be fixedly connected with wedge shape between concrete support block 10 divides water connector 1001.
Wherein, 1 entirety of cap body that is lauched is in up-narrow and down-wide section tetrahedral structure, and is lauched the top planes of cap body 1
Center offers the without hindrance upper water inlet 102 of heavy caliber, and is lauched the top left of cap body 1 and right end sidewalls are fixed upwards
Be welded with the protection cap 2 of M shape, make 2 bottom of protection cap just and be lauched between 1 top planes of cap body can encounter heavy rain or
When great flood, if cover after being lauched cap body 1 can be rapidly from upper 102 outlet of water inlet for rainwater, and the sundries in rainwater can be by
It is blocked in outside protection cap 2.
Wherein, the 4 inner sidewall bottom of infiltration isostere inwardly polymerize, and the acclivitous knot of the inner sidewall upper portion for seeping isostere 4
Structure, and lateral interior infiltration emissions groove 403 is offered on the inner sidewall of infiltration isostere 4, and the outer wall for seeping isostere 4 offers vertical extravasation
Emissions groove 402, so that a small amount of rainwater converged in seeping isostere 4 can be permeated by interior infiltration emissions groove 403 and extravasation emissions groove 402
Into external soil, reinforce water circulation and Soil-stored water ability in sponge urban soil.
Wherein, it is fixedly installed support column 401 on the outer wall for seeping isostere 4, and support column 401 is arranged just at extravasation
Between slot 402, and the bottom of support column 401 is fixedly connected in 5 top planes of reservoir, is being used so that seeping isostere 4
In the process, it is able to maintain position to fix, wherein the setting of support column 401, strong outer expansion can be provided to seep isostere 4
Power reduces soil layer directly to the active force for seeping isostere 4.
Wherein, the rosehead 801 being arranged in the pipe of 8 top of downcomer just with seep 4 top planes flush of isostere, when
When water is reached at the rosehead 801 on 8 top of downcomer in infiltration isostere 4, rainwater will be by be discharged in reservoir 5 outside downcomer 8
Carry out savings or flood discharge, and seep isostere 4 in water 8 top of downcomer is not achieved when, then remain into soil seep row
State.
Wherein, the rosehead 801 is whole in the round gold tower structure reduced upwards, and every layer of rosehead 801
The more upward the level permeable hole 80101 opened up on platform the more sparse, miscellaneous when rainwater enters in downcomer 8 from rosehead 801
Matter will not enter downcomer 8, and due to the design of the generally level of rosehead 801, impurity is difficult that rosehead 801 is complete
Full blocking, so that rosehead 801 still has the function of flood discharge, the impurity saved bit by bit can be cleared up after the later period dismantles bottom plate 3.
Wherein, the top of the rosehead 801 is rotatably connected to vortex head 802 by rotation axis 80202, and is vortexed head
802 hierarchical structure along rosehead 801 is provided with vortex paddle 80201 can be in vortex when in rainwater doped with sundries
It is rejected under state.
Wherein, the overflow pipe 6 is being to be provided with curved turnover pipe vertically downward close to 5 end of reservoir, when reservoir 5
In rainwater when passing through 6 outside overflow of overflow pipe, to accelerate flooding velocity and to prevent from flowing backward, using reclinate turnover pipe
Design.
The specifically used mode and effect of the present embodiment:
In the present invention, when rainfall is smaller, rainwater will be entered by the drainage mouth 101 being lauched in cap body 1 seeps isostere 4
In, inwardly it polymerize due to seeping 4 inner sidewall bottom of isostere, and the acclivitous structure of the inner sidewall upper portion for seeping isostere 4, and seep isostere
Lateral interior infiltration emissions groove 403 is offered on 4 inner sidewall, and the outer wall for seeping isostere 4 offers vertical extravasation emissions groove 402, from
And a small amount of rainwater converged in seeping isostere 4 is enabled to penetrate into external soil by interior infiltration emissions groove 403 and the emissions groove 402 that exosmoses
In earth, reinforce water circulation and Soil-stored water ability in sponge urban soil, and be fixedly installed support column on the outer wall of infiltration isostere 4
401, and support column 401 is just between extravasation emissions groove 402, and the bottom of support column 401 is fixedly connected on the top of reservoir 5
In plane, so that seeping isostere 4 in use, it is able to maintain position and fixes, wherein the setting of support column 401, it can
Strong outer expansionary force is provided to seep isostere 4, reduces soil layer directly to the active force for seeping isostere 4, when reservoir storage in infiltration isostere 4
When reaching at the rosehead 801 of downcomer 8, it will be entered in reservoir 5 by the level permeable hole 80101 in rosehead 801,
The rainwater in reservoir 5 is entered at not up to 6 position of overflow pipe, will be seeped by seeping in the peripherad soil of comb 7
Permeable point, the humidity of soil is kept, when rainwater reaches 6 position of overflow pipe in reservoir 5, will be converged by overflow pipe 6
Outlet is carried out into city planting ductwork, and when meeting with heavy rain or flood, the rainwater in earth's surface covers protection cap 2, will be by upper
Water inlet 102 accelerates outlet speed.
The embodiment of the present invention is given for the purpose of illustration and description, and is not exhaustively or by this to send out
It is bright to be limited to disclosed form.Many modifications and variations are obvious for the ordinary skill in the art.Choosing
Selecting and describe embodiment is and to make those skilled in the art to more preferably illustrate the principle of the present invention and practical application
It will be appreciated that the present invention is to design various embodiments suitable for specific applications with various modifications.
Claims (8)
1. row's structure is seeped in sponge city, it is characterised in that: it includes being lauched cap body that row's structure is seeped in the sponge city, and drainage mouth is enterprising
The mouth of a river, protection cap, bottom plate seep isostere, and support column, exosmose emissions groove, interior infiltration emissions groove, reservoir, overflow pipe, infiltration comb, water seepage hole,
Downcomer, rosehead, level permeable hole are vortexed head, are vortexed paddle, rotation axis, seal, concrete support block with divide water and connect
Body；The bottom plate top planes center for being lauched cap body and being welded on rectangle；It is offered on four side walls for being lauched cap body
The evenly spaced vertical drainage mouth；The bottom plate quadrangle is fixedly connected with downwards infiltration isostere by bolt, and bottom plate is embedded in
In earth's surface, and seeps isostere and be integrally embedded in underground；The infiltration isostere bottom is fixedly connected on coagulation by the seal that bottom is arranged
The top of the reservoir of rectangular-shape made of soil；Rectangular array shape is fixed on the seal is provided at least 18 groups
Downcomer；The left side wall of the reservoir and the lower end of right side wall are arranged in parallel with five infiltration combs, and by the rainwater of purification
Underground water source is slowly supplied by the water seepage hole opened up thereon from seeping in comb；The left side wall of the reservoir and right side wall it is upper
End is corresponding with the infiltration interstitial spaces of comb of lower section to be disposed with four parallel overflow pipes；It is fixed in the middle part of the reservoir
Block has concrete support block, and be fixedly connected with wedge shape between concrete support block divides water connector.
2. row's structure is seeped in sponge city as described in claim 1, it is characterised in that: described to be lauched cap body integrally be in up-narrow and down-wide
Tetrahedral structure is cut, and the top planes center for being lauched cap body offers the without hindrance upper water inlet of heavy caliber, and lower water cap
The top left and right end sidewalls of body are fixedly welded with the protection cap of M shape upwards.
3. row's structure is seeped in sponge city as described in claim 1, it is characterised in that: the infiltration isostere inner sidewall bottom is to cohesion
It closes, and the acclivitous structure of inner sidewall upper portion for seeping isostere, and lateral interior infiltration emissions groove is offered on the inner sidewall of infiltration isostere,
And the outer wall for seeping isostere offers vertical extravasation emissions groove.
4. row's structure is seeped in sponge city as described in claim 1, it is characterised in that: be fixedly installed on the outer wall for seeping isostere
Support column, and support column, just between extravasation emissions groove, and the bottom of support column is fixedly connected in reservoir top planes.
5. row's structure is seeped in sponge city as described in claim 1, it is characterised in that: the drainage being arranged in the downcomer top pipe
Head just with seep isostere top planes flush.
6. row's structure is seeped in sponge city as described in claim 1, it is characterised in that: the rosehead is integrally in the circle reduced upwards
Shape gold tower structure, and the more upward the level permeable hole opened up on every layer of platform of rosehead the more sparse.
7. row's structure is seeped in sponge city as described in claim 1, it is characterised in that: the top of the rosehead is turned by rotation axis
It is dynamic to be connected with vortex head, and the hierarchical structure along rosehead for being vortexed head is provided with vortex paddle.
8. row's structure is seeped in sponge city as described in claim 1, it is characterised in that: the overflow pipe is being to set close to reservoir end
It is equipped with curved turnover pipe vertically downward.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811062166.0A CN109056960B (en) | 2018-09-12 | 2018-09-12 | Sponge city oozes row structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811062166.0A CN109056960B (en) | 2018-09-12 | 2018-09-12 | Sponge city oozes row structure |
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| Publication Number | Publication Date |
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| CN109056960A true CN109056960A (en) | 2018-12-21 |
| CN109056960B CN109056960B (en) | 2020-06-02 |
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| CN201811062166.0A Active CN109056960B (en) | 2018-09-12 | 2018-09-12 | Sponge city oozes row structure |
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| KR101509202B1 (en) * | 2014-07-28 | 2015-04-09 | 지성산업개발(주) | Side Gutter Type Rain Collecting Well AND Eco-friendly Road Structure With Drainage System Using The Rain Collecting Wells |
| CN106703116A (en) * | 2015-07-14 | 2017-05-24 | 誊录企业有限公司 | Rainwater collection system |
| CN205669249U (en) * | 2016-05-30 | 2016-11-02 | 王凯 | Rainwater retention device |
| CN206529867U (en) * | 2017-02-18 | 2017-09-29 | 吴帆 | Row's structure is oozed in a kind of simple retaining |
| CN206486970U (en) * | 2017-02-20 | 2017-09-12 | 深圳市柯沐生态科技产业有限公司 | Grass planting ditch based on sponge city |
| CN207063103U (en) * | 2017-07-24 | 2018-03-02 | 江苏金坛市政建设有限公司 | A kind of draining harden structure |
| CN207376761U (en) * | 2017-11-06 | 2018-05-18 | 鹤壁东江建筑工业科技有限公司 | concrete prefabricated rainwater seepage well |
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| CN109056960B (en) | 2020-06-02 |
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