CN109372077A - Has the water storage structure of Anti-spill for sponge city - Google Patents
Has the water storage structure of Anti-spill for sponge city Download PDFInfo
- Publication number
- CN109372077A CN109372077A CN201811273542.0A CN201811273542A CN109372077A CN 109372077 A CN109372077 A CN 109372077A CN 201811273542 A CN201811273542 A CN 201811273542A CN 109372077 A CN109372077 A CN 109372077A
- Authority
- CN
- China
- Prior art keywords
- layer
- reservoir
- tube structure
- water storage
- face
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F1/00—Methods, systems, or installations for draining-off sewage or storm water
-
- 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
- E03F5/10—Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
- E03F5/105—Accessories, e.g. flow regulators or cleaning devices
Abstract
The present invention is provided to the water storage structures that sponge city has Anti-spill, comprising: reservoir structure, rubber jacket layer and the second geotextile layer；The reservoir structure top end face surrounds one layer of kerbstone block；Reservoir structure inner end center position on the upper side is fixedly connected with one layer of stop block structure, and the thickness of stop block structure is less than the wall thickness of the reservoir structure；The first geotextile layer top end face is covered with one layer of sandy gravel stratum；The sandy gravel stratum top end face is covered with one layer and described green plants plant layer.Cavity between thick circular tube structure and mini diameter tube structure constitutes a siphon pipe, after the water surface is higher than thick circular tube structure top, meet siphon condition (can refer to " fair cup " principle), under siphonage, the rainwater stored in reservoir structure will persistently be flowed out along thick circular tube structure and mini diameter tube structure, the rainwater stored in final reservoir structure will remaining thin layer, so that can avoid water storage structure there is spillover.
Description
Technical field
The invention belongs to sponge city technical fields, more specifically, in particular to have anti-overflow function for sponge city
The water storage structure of energy.
Background technique
Sponge city is new generation of city storm water man- agement concept, refers to that city is adapting to environmental change and reply rainwater band
Natural calamity come etc. has good " elasticity ", also referred to as " water elasticity city ", sponge city incity water storage knot
Structure is played the role of essentially consisting in, and when under Rainfall Condition, by temporarily storing rainwater, buffers municipal drainage pressure；Store rain
Daily green plant, the fire rescue etc. to plant in city of water provides water resource, makes full use of the natural resources.
But when under Rainfall Condition, water level rises too fast in reservoir set by sponge Urban Underground, because most of
Reservoir has no drainage arrangement or the drainage arrangement of addition needs manual operation control, under Rainfall Condition, zooming water
Position cracking will reach the limit that reservoir may store, and then rainwater still persistently penetrates into reservoir, causes water storage
Rainwater overflows in pond, thus to its top green plant that layer etc. causes the loss of a large amount of soil and that is planted green planted flood and make
At death.
Summary of the invention
In order to solve the above technical problem, the present invention provides the water storage structure for having Anti-spill for sponge city, with
When solving under Rainfall Condition, water level rises too fast in reservoir set by sponge Urban Underground, simultaneously because of most of reservoirs
No drainage arrangement or the drainage arrangement of addition need manual operation control, and under Rainfall Condition, zooming water level will be very
The fast limit that reaches reservoir and may store, then rainwater still persistently penetrates into reservoir, causes rainwater in reservoir
Overflow, thus to its top it is green plant layer etc. cause the loss of a large amount of soil and planted it is green planted it is flooded murderous
Problem.
The present invention has the purpose and effect of the water storage structure of Anti-spill for sponge city, by technology hand in detail below
Section is reached:
Have the water storage structure of Anti-spill, including reservoir structure, stop block structure, drainage hole, road for sponge city
Kerb block, it is green plant layer, sandy gravel stratum, the first geotextile layer, barrier stone, the first circular through hole, the second circular through hole, inhale
Water sliver, thick circular tube structure, enclosuring structure, gap structure, mini diameter tube structure, rubber jacket layer and the second geotextile layer；The storage
Pool construction top end face surrounds one layer of kerbstone block；Reservoir structure inner end center position on the upper side is fixedly connected with
One layer of stop block structure, and the thickness of stop block structure is less than the wall thickness of the reservoir structure；The reservoir structure inner end
It is provided with one block of barrier stone, and the transversal cross-section outer profile size of barrier stone and the reservoir structure transversal cross-section
Internal periphery size is consistent；The barrier stone bottom face is in contact with the top end face of the stop block structure；The barrier stone
Intermediate region interruption-like offer several places first circular through hole；The adjacent left and right edges region of the barrier stone is equal
It is interruption-like to offer several places second circular through hole；It is round logical that the diameter of second circular through hole is less than described first
The diameter in hole；The barrier stone top end face is equipped with one layer of first geotextile layer；The first geotextile layer top end face
It is covered with one layer of sandy gravel stratum；The sandy gravel stratum top end face is covered with one layer and described green plants plant layer.
Further, green plant is provided with the absorbent cotton sliver in layer, and the quantity of absorbent cotton sliver and described the
The quantity of two circular through holes is consistent；
Further, described absorbent cotton sliver one end be located at it is described it is green plant inside layer, the other end pass through it is described second justify
One centimetre of shape through-hole and reservoir structure inner end bottom surface interval；
Further, reservoir structure bottom face intermediate region is interruption-like offers several places and the reservoir
The drainage hole that structure inner end bottom surface is connected；
Further, being sealedly and fixedly connected in the drainage hole by rubber jacket layer described in one group has the mini diameter tube
Structure；The bottom face of the mini diameter tube structure and the reservoir structure bottom face are in same level；The mini diameter tube knot
The top of structure is located at the reservoir structure inner end, and the top of mini diameter tube structure is lower than the bottom face of the stop block structure；
Further, the mini diameter tube structure peripheral is socketed with the thick circular tube structure；The thick circular tube structure
Internal diameter is greater than the outer diameter of the mini diameter tube structure；The open top end of the thick circular tube structure is inlaid with one piece of sealing knot
Structure, the enclosuring structure seal the open top end of the thick circular tube structure；Thick circular tube structure bottom face battle array in a ring
Column-shaped offers the gap structure at two altogether；
Further, the thick circular tube structure bottom face is in contact with reservoir structure inner end bottom surface, and described thick
Circular tube structure top is lower than the bottom face of the stop block structure；The sealing that the thick circular tube structure open top end is inlayed
Structure bottom face is higher than the top of the mini diameter tube structure；
Further, the reservoir structure bottom face is provided with one layer of second geotextile layer.
Compared with prior art, the invention has the following beneficial effects:
When heavy rain, the water level in reservoir structure is gradually risen, and the thick circular tube structure of the present invention is socketed in outside mini diameter tube structure
It encloses, and the internal diameter of thick circular tube structure is greater than the outer diameter of the mini diameter tube structure；The open top end of the thick circular tube structure is inlayed
There is one piece of enclosuring structure, the enclosuring structure seals the open top end of the thick circular tube structure；The thick round tube knot
Structure bottom face circular array shape offers the gap structure at two, and thick circular tube structure bottom face and the reservoir altogether
Structure inner end bottom surface is in contact, and the thick circular tube structure top is lower than the bottom face of the stop block structure；The thick round tube knot
The enclosuring structure bottom face that structure open top end is inlayed is higher than the top of the mini diameter tube structure, thus thick circular tube structure with
Cavity between mini diameter tube structure constitutes a siphon pipe, and after the water surface is higher than thick circular tube structure top, meeting siphon condition (can
With reference to " fair cup " principle), under siphonage, the rainwater stored in reservoir structure will be along thick circular tube structure and mini diameter tube knot
Structure persistently flows out, the rainwater stored in final reservoir structure will remaining thin layer, occur to can avoid water storage structure
Spillover.
Green plant of the invention is provided with absorbent cotton sliver in layer, and the quantity of the quantity of absorbent cotton sliver and the second circular through hole
It is consistent, and absorbent cotton sliver one end is planted inside layer positioned at green, the other end passes through in the second circular through hole and reservoir structure
One centimetre of bottom surface interval is held, therefore in routine use, the rainwater for being stored in reservoir structure inner end can be via the hair of absorbent cotton sliver
Spy uses, to plant water resource needed for the green plant planted in layer provides growth to be green.
Detailed description of the invention
Fig. 1 is to cut open structural schematic diagram in of the invention.
Fig. 2 is to cut open structural schematic diagram in barrier stone of the invention.
Fig. 3 is to cut open structural schematic diagram in reservoir structure of the invention.
Fig. 4 is to cut open structural schematic diagram in thick circular tube structure and mini diameter tube structure of the invention.
Fig. 5 is to cut open structural schematic diagram in thick circular tube structure and another angle of mini diameter tube structure in Fig. 4 of the invention.
Fig. 6 is thick circular tube structure bottom end structural schematic diagram of the invention.
Fig. 7 is that horizontal plane of the invention is higher than thick circular tube structure top rainwater fluidal texture schematic diagram.
In figure, the corresponding relationship of component names and accompanying drawing number are as follows:
1- reservoir structure, 101- stop block structure, 102- drainage hole, 2- kerbstone block, 3- is green to plant plant layer, 4- gravel
Layer, the first geotextile layer of 5-, 6- obstruct stone, the first circular through hole of 601-, the second circular through hole of 602-, 7- absorbent cotton sliver, 8-
Thick circular tube structure, 801- enclosuring structure, 802- gap structure, 9- mini diameter tube structure, 10- rubber jacket layer, the second geotextiles of 11-
Layer.
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 7:
The present invention is provided to the water storage structures that sponge city has Anti-spill, include: reservoir structure 1, block
Structure 101, kerbstone block 2, green plants layer 3, sandy gravel stratum 4, the first geotextile layer 5, barrier stone 6, the at drainage hole 102
One circular through hole 601, the second circular through hole 602, absorbent cotton sliver 7, thick circular tube structure 8, enclosuring structure 801, gap structure 802,
Mini diameter tube structure 9, rubber jacket layer 10 and the second geotextile layer 11；1 top end face of reservoir structure surrounds one layer of kerbstone block 2；
1 inner end center position on the upper side of reservoir structure is fixedly connected with one layer of stop block structure 101, and the thickness of stop block structure 101 is less than
The wall thickness of reservoir structure 1；1 inner end of reservoir structure is provided with one block of barrier stone 6, and outside the transversal cross-section of barrier stone 6
Overall size is consistent with 1 transversal cross-section Internal periphery size of reservoir structure；Obstruct 6 bottom face of stone and stop block structure 101
Top end face is in contact；The intermediate region of barrier stone 6 is interruption-like to offer several the first circular through holes of place 601；Obstruct stone 6
Adjacent left and right edges region is interruption-like to offer several the second circular through holes of place 602；The diameter of second circular through hole 602 is small
In the diameter of the first circular through hole 601；Barrier 6 top end face of stone is equipped with one layer of first geotextile layer 5；First geotextile layer 5
Top end face is covered with one layer of sandy gravel stratum 4；4 top end face of sandy gravel stratum is covered with one layer and green plants layer 3.
Wherein, green plant is provided with absorbent cotton sliver 7 in layer 3, and the quantity of absorbent cotton sliver 7 and the second circular through hole 602
Quantity it is consistent.
Wherein, 7 one end of absorbent cotton sliver is planted inside layer 3 positioned at green, and the other end passes through the second circular through hole 602 and water storage
1 one centimetre of inner end bottom surface interval of pool structure, therefore the rainwater for being stored in 1 inner end of reservoir structure can be via the capillary of absorbent cotton sliver 7
Effect, to plant water resource needed for the green plant planted in layer 3 provides growth to be green.
Wherein, 1 bottom face intermediate region of reservoir structure is interruption-like offers several places and 1 inner end bottom of reservoir structure
The drainage hole 102 that face is connected.
Wherein, being sealedly and fixedly connected in drainage hole 102 by one group of rubber jacket layer 10 has a mini diameter tube structure 9；Thin circle
The bottom face and 1 bottom face of reservoir structure of pipe structure 9 are in same level；The top of mini diameter tube structure 9 is located at reservoir
1 inner end of structure, and the top of mini diameter tube structure 9 is lower than the bottom face of stop block structure 101.
Wherein, 9 periphery of mini diameter tube structure is socketed with a root thickness circular tube structure 8；The internal diameter of thick circular tube structure 8 is greater than mini diameter tube
The outer diameter of structure 9；The open top end of thick circular tube structure 8 is inlaid with one piece of enclosuring structure 801, and enclosuring structure 801 is by thick round tube
The open top end of structure 8 seals；Thick 8 bottom face circular array shape of circular tube structure offers gap structure 802 at two altogether, lacks
The setting of mouth structure 802 and the setting of enclosuring structure 801 are for making the sky between thick circular tube structure 8 and mini diameter tube structure 9
Chamber constitutes a siphon pipe.
Wherein, thick 8 bottom face of circular tube structure is in contact with 1 inner end bottom surface of reservoir structure, and thick 8 top of circular tube structure is low
In the bottom face of stop block structure 101；801 bottom face of enclosuring structure that thick 8 open top end of circular tube structure is inlayed is higher than thin circle
The top of pipe structure 9, thick circular tube structure 8 are socketed in 9 periphery of mini diameter tube structure, and the cavity between them constitutes a siphon pipe,
After the water surface is higher than thick 8 top of circular tube structure, meet siphon condition (can refer to " fair cup " principle).
Wherein, 1 bottom face of reservoir structure is provided with one layer of second geotextile layer 11, and playing prevents under reservoir structure 1
The soil clogging drainage hole 102 of side and the effect of mini diameter tube structure 9.
When use: when common rainfall, rainwater passes through green plant and is taken after layer 3 through being filtered when rainwater flows by sandy gravel stratum 4
Then the green a small amount of soil planted in layer 3 of band penetrates the first geotextile layer 5 after then rainwater is filtered via sandy gravel stratum 4,
1 inner end of reservoir structure is flowed by the second circular through hole 602 later to store, and the setting of the first geotextile layer 5, it can
Prevent the sandstone fine crushing in sandy gravel stratum 4 from blocking the second circular through hole 602；
Under daily state, because 7 one end of absorbent cotton sliver is planted inside layer 3 positioned at green, it is round logical that the other end passes through second
Hole 602 and 1 one centimetre of inner end bottom surface interval of reservoir structure, therefore the rainwater for being stored in 1 inner end of reservoir structure can be via water suction
The capillarity of sliver 7, to plant water resource needed for the green plant planted in layer 3 provides growth to be green；
When heavy rain, the water level in reservoir structure 1 is gradually risen, and the thick circular tube structure 8 of the present invention is socketed in mini diameter tube structure 9
Periphery, and the internal diameter of thick circular tube structure 8 is greater than the outer diameter of mini diameter tube structure 9；The open top end of thick circular tube structure 8 is inlaid with one
Block enclosuring structure 801, enclosuring structure 801 seal the open top end of thick circular tube structure 8；Thick 8 bottom face of circular tube structure is in ring
Shape array-like offers gap structure 802 at two, and thick 8 bottom face of circular tube structure and 1 inner end bottom surface phase of reservoir structure altogether
Contact, and thick 8 top of circular tube structure is lower than the bottom face of stop block structure 101；The envelope that thick 8 open top end of circular tube structure is inlayed
801 bottom face of mouth structure is higher than the top of mini diameter tube structure 9, therefore the cavity between thick circular tube structure 8 and mini diameter tube structure 9 is constituted
One siphon pipe meets siphon condition (can refer to " fair cup " principle), in rainbow after the water surface is higher than thick 8 top of circular tube structure
Under suction effect, the rainwater stored in reservoir structure 1 will persistently be flowed out along thick circular tube structure 8 and mini diameter tube structure 9, final water storage
The rainwater stored in pool structure 1 will remaining thin layer, so that can avoid water storage structure there is spillover；Via thick round tube
The rainwater that structure 8 and 9 siphon of mini diameter tube structure are extracted is discharged via at 102 position of drainage hole, and passes through 1 bottom end of reservoir structure
One layer of second geotextile layer 11 set by face, prevented also from the soil clogging drainage hole 102 and thin circle of 1 lower section of reservoir structure
Pipe structure 9.
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. having the water storage structure of Anti-spill for sponge city, it is characterised in that: this is used for sponge city and has anti-overflow function
Can water storage structure include: reservoir structure (1), stop block structure (101), drainage hole (102), kerbstone block (2), green plant
Plant layer (3), sandy gravel stratum (4), the first geotextile layer (5), barrier stone (6), the first circular through hole (601), the second circular through hole
(602), absorbent cotton sliver (7), thick circular tube structure (8), enclosuring structure (801), gap structure (802), mini diameter tube structure (9), rubber
Gum cover layer (10) and the second geotextile layer (11)；Reservoir structure (1) top end face surrounds one layer of kerbstone block
(2)；Reservoir structure (1) inner end center position on the upper side is fixedly connected with one layer of stop block structure (101), and block knot
The thickness of structure (101) is less than the wall thickness of the reservoir structure (1)；Reservoir structure (1) inner end is provided with described in one piece
It obstructs stone (6), and obstructs the transversal cross-section outer profile size and the reservoir structure (1) transversal cross-section lubrication groove of stone (6)
Wide size is consistent；Barrier stone (6) bottom face is in contact with the top end face of the stop block structure (101)；The barrier
The intermediate region of stone (6) is interruption-like to offer several places first circular through hole (601)；Barrier stone (6) phase
Adjacent left and right edges region is interruption-like to offer several places second circular through hole (602)；Second circular through hole
(602) diameter is less than the diameter of first circular through hole (601)；Barrier stone (6) top end face is equipped with one layer of institute
State the first geotextile layer (5)；First geotextile layer (5) top end face is covered with one layer of sandy gravel stratum (4)；The sandy gravel stratum
(4) top end face is covered with one layer and described green plants layer (3).
2. having the water storage structure of Anti-spill for sponge city as described in claim 1, it is characterised in that: described green to plant
It plants and is provided with the absorbent cotton sliver (7) in layer (3), and the number of the quantity of absorbent cotton sliver (7) and second circular through hole (602)
It measures consistent.
3. having the water storage structure of Anti-spill for sponge city as described in claim 1, it is characterised in that: the absorbent wool
Item (7) one end is internal positioned at the green layer (3) of planting, and the other end passes through second circular through hole (602) and the water storage
One centimetre of pool structure (1) inner end bottom surface interval.
4. having the water storage structure of Anti-spill for sponge city as described in claim 1, it is characterised in that: the reservoir
Structure (1) bottom face intermediate region is interruption-like to be offered several places and is connected with the reservoir structure (1) inner end bottom surface
The drainage hole (102).
5. having the water storage structure of Anti-spill for sponge city as described in claim 1, it is characterised in that: the drainage hole
(102) being sealedly and fixedly connected in by rubber jacket layer (10) described in one group has the mini diameter tube structure (9)；The mini diameter tube
The bottom face and the reservoir structure (1) bottom face of structure (9) are in same level；The top of the mini diameter tube structure (9)
End is located at the reservoir structure (1) inner end, and the top of mini diameter tube structure (9) is lower than the bottom end of the stop block structure (101)
Face.
6. having the water storage structure of Anti-spill for sponge city as described in claim 1, it is characterised in that: the mini diameter tube
Structure (9) periphery is socketed with the thick circular tube structure (8)；The internal diameter of the thick circular tube structure (8) is greater than the mini diameter tube
The outer diameter of structure (9)；The open top end of the thick circular tube structure (8) is inlaid with one piece of enclosuring structure (801), the envelope
Mouth structure (801) seals the open top end of the thick circular tube structure (8)；Thick circular tube structure (8) bottom face is in a ring
Array-like offers the gap structure (802) at two altogether.
7. having the water storage structure of Anti-spill for sponge city as described in claim 1, it is characterised in that: the thick round tube
Structure (8) bottom face is in contact with the reservoir structure (1) inner end bottom surface, and thick circular tube structure (8) top is lower than institute
State the bottom face of stop block structure (101)；The enclosuring structure (801) that thick circular tube structure (8) open top end is inlayed
Bottom face is higher than the top of the mini diameter tube structure (9).
8. having the water storage structure of Anti-spill for sponge city as described in claim 1, it is characterised in that: the reservoir
Structure (1) bottom face is provided with one layer of second geotextile layer (11).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811273542.0A CN109372077B (en) | 2018-10-30 | 2018-10-30 | Water storage structure with anti-overflow function for sponge city |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811273542.0A CN109372077B (en) | 2018-10-30 | 2018-10-30 | Water storage structure with anti-overflow function for sponge city |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109372077A true CN109372077A (en) | 2019-02-22 |
| CN109372077B CN109372077B (en) | 2020-10-30 |
Family
ID=65390246
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811273542.0A Active CN109372077B (en) | 2018-10-30 | 2018-10-30 | Water storage structure with anti-overflow function for sponge city |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109372077B (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110258624A (en) * | 2019-06-25 | 2019-09-20 | 杭州聚源建筑设计有限公司 | A kind of sunk type square discharge structure and its construction method |
| CN111636548A (en) * | 2020-06-03 | 2020-09-08 | 江苏博森建筑设计有限公司 | Sponge urban water storage structure |
| CN111719666A (en) * | 2020-07-07 | 2020-09-29 | 游国鹏 | Drainage structures based on town road possesses flood storage ability |
| CN112425481A (en) * | 2020-09-28 | 2021-03-02 | 春涛国际建筑有限公司 | Water treatment system for sponge city |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE4004382A1 (en) * | 1988-04-26 | 1991-08-14 | Wilhelm Minichmayr | Rain-water drain system |
| CN2587953Y (en) * | 2002-12-27 | 2003-11-26 | 南京纺织产业（集团）棉纺织有限公司 | Water-saving siphon type water tank |
| JP4035533B2 (en) * | 2004-11-04 | 2008-01-23 | 株式会社鬼頭忠兵衛商店 | Turbid remover and catchment |
| CN205171636U (en) * | 2015-11-25 | 2016-04-20 | 浙江荣林环境工程有限公司 | Urban road rainwater collection utilization system |
| CN106835898A (en) * | 2017-02-22 | 2017-06-13 | 中建八局第三建设有限公司 | A kind of turf playing with retaining adjusting function |
| CN206737077U (en) * | 2017-04-25 | 2017-12-12 | 浙江中景市政园林建设有限公司 | A kind of eco-drainage ditch for cell |
-
2018
- 2018-10-30 CN CN201811273542.0A patent/CN109372077B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE4004382A1 (en) * | 1988-04-26 | 1991-08-14 | Wilhelm Minichmayr | Rain-water drain system |
| CN2587953Y (en) * | 2002-12-27 | 2003-11-26 | 南京纺织产业（集团）棉纺织有限公司 | Water-saving siphon type water tank |
| JP4035533B2 (en) * | 2004-11-04 | 2008-01-23 | 株式会社鬼頭忠兵衛商店 | Turbid remover and catchment |
| CN205171636U (en) * | 2015-11-25 | 2016-04-20 | 浙江荣林环境工程有限公司 | Urban road rainwater collection utilization system |
| CN106835898A (en) * | 2017-02-22 | 2017-06-13 | 中建八局第三建设有限公司 | A kind of turf playing with retaining adjusting function |
| CN206737077U (en) * | 2017-04-25 | 2017-12-12 | 浙江中景市政园林建设有限公司 | A kind of eco-drainage ditch for cell |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110258624A (en) * | 2019-06-25 | 2019-09-20 | 杭州聚源建筑设计有限公司 | A kind of sunk type square discharge structure and its construction method |
| CN111636548A (en) * | 2020-06-03 | 2020-09-08 | 江苏博森建筑设计有限公司 | Sponge urban water storage structure |
| CN111719666A (en) * | 2020-07-07 | 2020-09-29 | 游国鹏 | Drainage structures based on town road possesses flood storage ability |
| CN111719666B (en) * | 2020-07-07 | 2021-06-08 | 史俊涛 | Drainage structures based on town road possesses flood storage ability |
| CN112425481A (en) * | 2020-09-28 | 2021-03-02 | 春涛国际建筑有限公司 | Water treatment system for sponge city |
Also Published As
| Publication number | Publication date |
|---|---|
| CN109372077B (en) | 2020-10-30 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109372077A (en) | Has the water storage structure of Anti-spill for sponge city | |
| CN203775739U (en) | Green planting structure for improving saline-alkali land | |
| CN202247911U (en) | Slope support structure used for ecological management of slope | |
| CN207362970U (en) | A kind of concave herbaceous field structure | |
| CN205883904U (en) | Saline soil reclamation greening system | |
| CN108060623B (en) | Sponge urban construction road rain water processing system | |
| CN106638912B (en) | A kind of water-saving automatic irrigation and drainage system with functions of greenbelt | |
| CN102758417A (en) | Method for water control and farmland building for environmental protection through water and soil separation and water and soil separation structure | |
| CN1020936C (en) | Irrigation and drainage system with functions of flood prevention and soil conservation | |
| CN208286080U (en) | For the environmental water-saving irrigation device of park landscape | |
| CN110226379A (en) | The saline and alkaline region water resource of the automatic dripping irrigation of the structure containing terraced fields, which is regulated and stored, utilizes system | |
| CN206971036U (en) | Lawn watering system for sponge city | |
| CN2871644Y (en) | Assembled overflowing dam | |
| CN109618885B (en) | Water storage and waterlogging prevention bidirectional irrigation system suitable for arid areas | |
| CN217905576U (en) | Landscape garden circulating irrigation system | |
| CN207210904U (en) | One kind oozes backwater tree well construction | |
| CN110777880A (en) | Method for storing water by utilizing karst depression | |
| CN207512863U (en) | Rainwater penetration system | |
| CN212866244U (en) | Sponge city seepage storage structure adopting ecological porous cellucotton | |
| CN102106245B (en) | Automatic waste rainwater greening and watering device | |
| CN206245443U (en) | A kind of novel grass-planting trench system | |
| CN210032061U (en) | Water storage structure for sponge urban road | |
| CN209546508U (en) | Water storage and waterlogging prevention bidirectional irrigation system suitable for arid area | |
| CN107842089A (en) | A kind of water resources circulation system based on green building | |
| CN109403359B (en) | Combined arrangement structure and method of plant growth groove and self-made water-saving drain pipe in ecological protection engineering of rock slope |
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 | ||
| CB03 | Change of inventor or designer information | ||
| CB03 | Change of inventor or designer information |
Inventor after: Zhang Yong Inventor after: Li Guangliang Inventor after: Xing Kangzhe Inventor after: I hope you will Inventor after: Other inventor requests not to publish the name Inventor before: Request for anonymity |
|
| TA01 | Transfer of patent application right | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20201009 Address after: 264001 coastal street, Zhifu District, Yantai, Shandong Province, No. 11 Applicant after: Zhang Yong Address before: 136000 the first people's Hospital of Jilin Applicant before: Xu Zhaohui |
|
| GR01 | Patent grant | ||
| GR01 | Patent grant |