CN108999262A - A kind of sunk type greenery patches structure in sponge city - Google Patents
A kind of sunk type greenery patches structure in sponge city Download PDFInfo
- Publication number
- CN108999262A CN108999262A CN201811062167.5A CN201811062167A CN108999262A CN 108999262 A CN108999262 A CN 108999262A CN 201811062167 A CN201811062167 A CN 201811062167A CN 108999262 A CN108999262 A CN 108999262A
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- layer
- lateral edge
- overflow
- greenery patches
- sunk type
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 64
- 239000004575 stone Substances 0.000 claims abstract description 41
- 239000002689 soil Substances 0.000 claims abstract description 29
- 239000004746 geotextile Substances 0.000 claims description 23
- 239000004744 fabric Substances 0.000 claims description 5
- 230000015572 biosynthetic process Effects 0.000 claims description 2
- 238000010586 diagram Methods 0.000 description 5
- 238000003973 irrigation Methods 0.000 description 4
- 230000002262 irrigation Effects 0.000 description 4
- 230000035699 permeability Effects 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 238000001179 sorption measurement Methods 0.000 description 3
- 238000010521 absorption reaction Methods 0.000 description 2
- 238000004140 cleaning Methods 0.000 description 2
- 238000001914 filtration Methods 0.000 description 2
- 239000003673 groundwater Substances 0.000 description 2
- 230000008595 infiltration Effects 0.000 description 2
- 238000001764 infiltration Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000001105 regulatory effect Effects 0.000 description 2
- 230000002000 scavenging effect Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000000354 decomposition reaction Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000007787 solid 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
-
- 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
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)
- Cultivation Of Plants (AREA)
Abstract
The present invention provides a kind of sunk type greenery patches structure in sponge city, including lateral edge stone, brush plate and hairbrush；Lateral edge stone inner end tip edge is the chamfering structure, and the shape that is distributed in distance on the chamfering structure described everywhere end face of lateral edge stone offers the rectangle overflow hole that several places are connected with the lateral edge stone bottom face；Border on position with sandy gravel stratum inside the planting soil layer and is provided with one layer of spongy layer；Spongy layer center position offers first round hole at one, and spongy layer is socketed in the overflow well outer by first round hole.Under the conditions of daily, when air flows, its wind-force can blow canvas and drive cylinder by bearing along rotary drum, while rotation, the hairbrush that brush plate tail portion right side is inlayed is along spilling water head overflow port frictional rotation, to which the removing such as sundries of spilling water head overflow port will likely be attached to, the clogging spilling water head overflow port of sundries is avoided, the occurrence of rainwater is excessive in greenery patches is caused.
Description
Technical field
The invention belongs to sponge city, regulates and stores and purify runoff rainwater technical field, it is more specifically, in particular to a kind of
The sunk type greenery patches structure in sponge city.
Background technique
Sunk type greenery patches has point of narrow sense and broad sense, and the sunk type greenery patches of narrow sense, which refers to, paves ground or road lower than periphery
Greenery patches within 200mm；The sunk type greenery patches of broad sense refers to certain volume of regulating and storing (using runoff volume control as mesh
Do not include volume adjusted when mark carries out goal decomposition or design calculating), and can be used for regulating and storing and purifying the greenery patches of runoff rainwater,
It is detained facility, the infiltration pool, the wet pool, Rain-fed wetland, adjusting pool etc. including biology.
Such as application number: CN201610115141.7 is the present invention relates to a kind of sunk type Greenland Irrigation system, especially one
Both sides of the road sunk type Greenland Irrigation system in kind city.A kind of urban road two sides sunk type Greenland Irrigation system, under described
Heavy formula greenery patches is set between road and pavement, and the draining window concordant with road surface, the row are provided in road edge
Water window is connected to road and sunk type greenery patches；It is provided with and greenery patches flush in the sunk type greenery patches close to the edge on pavement
Draining window, draining window connection sunk type greenery patches and water storage canal；Irrigation rig, the filling are installed on sunk type greenery patches
Device is irrigate to be connected to water storage canal.Compared with the prior art, the invention has the following advantages: 1, improve the utilization rate of water resource.
2, reduce sprinkling truck sets out number, reduces the influence to traffic, reduces exhaust emissions.3, the maintenance in greenery patches is saved
Expense.
Based on above-mentioned, the inventors discovered that, traditional sunk type greenery patches is in larger rainfall, because of the permeability of planting soil layer
It is lower than the increase rate of water storage height with spilling water head, so that water storage is crossed overflow and gone out in sunk type greenery patches, causes to increase ground water drainage
The pressure of system；After long period use, the spilling water head in sunk type greenery patches may also block accompanying by sundries, cause
The occurrence of rainwater is excessive in greenery patches when under condition of raining.
Then, it in view of this, being studied improvement for existing structure and missing, provides under a kind of sponge city
Heavy formula greenery patches structure, to achieve the purpose that with more more practical value.
Summary of the invention
In order to solve the above technical problem, the present invention provides a kind of sunk type greenery patches structures in sponge city, to solve
Traditional sunk type greenery patches in larger rainfall, because planting soil layer permeability with spilling water head be lower than water storage height increase rate,
So that water storage is crossed overflow and gone out in sunk type greenery patches, lead to the pressure for increasing ground water drainage system；After long period use, under
Spilling water head in heavy formula greenery patches may also block accompanying by sundries, lead to when under condition of raining the excessive situation of rainwater in greenery patches
Generation problem.
The purpose and effect of the sunk type greenery patches structure in sponge city of the present invention, are reached by technological means in detail below
At:
A kind of sunk type greenery patches structure in sponge city, including lateral edge stone, chamfering structure, rectangle overflow hole, planting soil
Layer, sandy gravel stratum, spongy layer, sponge strip, the first round hole, geotextiles filter layer, the second round hole, rectangular housing, storage chamber, circle
Hole, overflow well, underground water pipe duct, spilling water head, cylinder, cylinder, rectangular frame, canvas, bearing, brush plate and hairbrush；It is rectangular-shaped
Lateral edge stone inner end be followed successively by the planting soil layer, the sandy gravel stratum and original state soil layer from top to bottom；In the lateral edge stone
Proper center is provided with the overflow well of one of concreting formation；The overflow well inner cavity and the foggara
Canal is connected；The overflow well bottom end is buried in original state soil layer, and top is fixedly connected with the spilling water head, and spilling water
Head is located at the top side of planting soil layer；Lateral edge stone inner end tip edge is the chamfering structure, and four places of lateral edge stone
It states the shape that is distributed in distance on chamfering structure end face and offers the rectangle that several places are connected with the lateral edge stone bottom face
Overflow hole；Border on position with sandy gravel stratum inside the planting soil layer and is provided with one layer of spongy layer；The spongy layer center
Position offers first round hole at one, and spongy layer is socketed in the overflow well outer by first round hole.
Further, the spongy layer top end face corresponds to several places rectangle opened up on the lateral edge stone and overflows
The sponge strip for being integrated with formula structure is provided at discharge orifice position, and sponge strip is each passed through the planting soil layer and inserts
It connects in the rectangle overflow hole corresponding with its position.
Further, the overflow well is relative to being provided with concreting at the position of middle and lower part inside the sandy gravel stratum
The rectangular housing being connected；The storage chamber inside the rectangular housing is connected with the overflow well inner cavity；It is described
Rectangular housing top end face offers the circular hole that several places are connected with the storage chamber.
Further, middle and lower part position is provided with one layer of geotextiles filter layer, and geotextiles mistake inside the sandy gravel stratum
Filtering layer center position offers second round hole at one；The geotextiles filter layer is socketed by second round hole
In the overflow well outer, and the geotextiles filter layer place mat is on the rectangular housing top end face.
Further, the spilling water crown end face center position is fixedly connected with one piece of cylinder, and barrel bore is logical
Bearing described in crossing one group is rotatably connected to the cylinder.
Further, the cylindrical tip face be fixedly connected with one group described in rectangular frame, and rectangular frame inner end is fixed
It is connected with the canvas consistent with its inner end size.
Further, the brush plate is fixedly connected at the position to the left of rectangular frame bottom face center；Institute
It states brush plate tail portion right side and is inlaid with several hairbrush being in contact with the spilling water head overflow port, when the cylinder rotates
When, the hairbrush that brush plate tail portion right side is inlayed is along the spilling water head overflow port frictional rotation.
Further, the spongy layer, geotextiles filter layer, rectangular housing lateral outer profile size with the lateral edge
Stone inner end lateral contour size is consistent.
Compared with prior art, the invention has the following beneficial effects:
When larger rainfall, water storage height rises steadily in lateral edge stone, stores because the permeability of planting soil layer is lower than with spilling water head
The increase rate of water height, when water storage height will be more than lateral edge stone height in lateral edge stone, because lateral edge stone inner end tip edge is equal
For chamfering structure, and the shape that is distributed in distance on the end face of chamfering structure everywhere of lateral edge stone offers several places and lateral edge stone bottom end
The rectangle overflow hole that face is connected, therefore the most of rainwater that will be overflowed will flow into rectangle overflow hole, with rectangle overflow hole
Interior sponge strip contact, by the characteristic that sponge sucks in water, the rainwater of entrance will be subsequent along sponge strip quick adsorption to spongy layer
Absorption rainwater trickle out of spongy layer to sandy gravel stratum, to avoid a large amount of rainwater excessive, play and regulate and store and alleviate accordingly
The effect of Urban Underground water scavenging system pressure.
Under the conditions of daily, when air flows, wind-force can blow canvas and drive cylinder by bearing along rotary drum, rotation
While, the hairbrush that brush plate tail portion right side is inlayed is along spilling water head overflow port frictional rotation, to will likely be attached to excessive
Sundries of head overflow port etc. is removed, and is avoided the clogging spilling water head overflow port of sundries, is led to the hair of the excessive situation of rainwater in greenery patches
It is raw, it is not necessarily to manual cleaning, carries out cleaning operation using the energy of nature wind, it is more convenient.
Detailed description of the invention
Fig. 1 is longitudinal cross-sectional structure schematic diagram of the invention.
Fig. 2 is spilling water head position enlarged structure schematic diagram in Fig. 1 of the invention.
Fig. 3 is overlooking structure diagram of the invention.
Fig. 4 is A-A schematic cross-sectional view in Fig. 1 of the invention.
Fig. 5 is B-B schematic cross-sectional view in Fig. 1 of the invention.
Fig. 6 is sponge schematic diagram of a layer structure of the invention.
Fig. 7 is geotextiles filtering layer structure schematic diagram of the invention.
In figure, the corresponding relationship of component names and accompanying drawing number are as follows:
1- lateral edge stone, 102- chamfering structure, 103- rectangle overflow hole, 2- planting soil layer, 3- sandy gravel stratum, 4- spongy layer,
401- sponge strip, the first round hole of 402-, 5- geotextiles filter layer, the second round hole of 501-, 6- rectangular housing, 601- water storage
Chamber, 602- circular hole, 8- overflow well, 9- underground water pipe duct, 10- spilling water head, 11- cylinder, 12- cylinder, 13- rectangular frame, 14- sail
Cloth, 15- bearing, 16- brush plate, 17- hairbrush.
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 provides a kind of sunk type greenery patches structure in sponge city, including lateral edge stone 1, chamfering structure 102, rectangle
Overflow hole 103, planting soil layer 2, sandy gravel stratum 3, spongy layer 4, sponge strip 401, the first round hole 402, geotextiles filter layer 5,
Two round holes 501, rectangular housing 6, storage chamber 601, circular hole 602, overflow well 8, underground water pipe duct 9, spilling water head 10, cylinder 11,
Cylinder 12, rectangular frame 13, canvas 14, bearing 15, brush plate 16 and hairbrush 17；Rectangular-shaped 1 inner end of lateral edge stone is from upper
The planting soil layer 2, the sandy gravel stratum 3 and original state soil layer are followed successively by under；The 1 inner end center position of lateral edge stone is provided with
The overflow well 8 that one of concreting is formed；8 inner cavity of overflow well is connected with the underground water pipe duct 9；It is described to overflow
Stream 8 bottom end of well is buried in original state soil layer, and top is fixedly connected with the spilling water head 10, and spilling water head 10 is located at plantation
The top side of soil layer 2；The 1 inner end tip edge of lateral edge stone is the chamfering structure 102, and lateral edge stone 1 it is described everywhere fall
The shape that is distributed in distance on 102 end face of corner structure offers the rectangle that several places are connected with 1 bottom face of lateral edge stone
Overflow hole 103；2 inside of planting soil layer borders on position with sandy gravel stratum 3 and is provided with one layer of spongy layer 4；The spongy layer 4
Center position offers first round hole 402 at one, and spongy layer 4 is socketed in institute by first round hole 402
State 8 outer of overflow well.
Wherein, 4 top end face of spongy layer corresponds to several places opened up on the lateral edge stone 1 the rectangle overflow
The sponge strip 401 for being integrated with formula structure is provided at 103 position of hole, and sponge strip 401 is each passed through described kind
It plants soil layer 2 to be plugged in the rectangle overflow hole 103 corresponding with its position, therefore the most of rainwater that will be overflowed will flow into
In to the rectangle overflow hole 103, is contacted with the sponge strip 401 in the rectangle overflow hole 103, pass through what sponge sucks in water
The rainwater of characteristic, entrance will be along 401 quick adsorption of sponge strip to the spongy layer 4.
Wherein, the overflow well 8 is relative to being provided with concreting phase at the position of the 3 inside middle and lower part of sandy gravel stratum
The rectangular housing 6 of connection；The storage chamber 601 inside the rectangular housing 6 is connected with 8 inner cavity of overflow well；
6 top end face of rectangular housing offers the circular hole 602 that several places are connected with the storage chamber 601, is conducive to savings and exists
The 3 inside rainwater of sandy gravel stratum flows into the storage chamber 601, finally trickles in the overflow well 8.
Wherein, 3 inside middle and lower part of the sandy gravel stratum position is provided with one layer of geotextiles filter layer 5, and geotextiles filter
5 center position of layer offer second round hole 501 at one；The geotextiles filter layer 5 passes through second round hole
501 are socketed in 8 outer of overflow well, and 5 place mat of geotextiles filter layer passes through on 6 top end face of rectangular housing
The geotextiles filter layer 5 prevents the clogging circular hole 602 of the subtle gravel in the sandy gravel stratum 3, and passes through the geotechnique
The characteristic of 5 material of cloth filter layer is also conducive to the infiltration of rainwater.
Wherein, the 10 top end face centre of spilling water head is fixedly connected with one piece of cylinder 11, and 11 internal diameter of cylinder
The cylinder 12 is rotatably connected to by bearing 15 described in one group.
Wherein, 12 top end face of cylinder be fixedly connected with one group described in rectangular frame 13, and 13 inner end of rectangular frame is solid
Surely it is connected with the canvas 14 consistent with its inner end size.
Wherein, the brush plate 16 is fixedly connected at the 13 bottom face center position to the left of rectangular frame；Institute
It states 16 tail portion right side of brush plate and is inlaid with several hairbrush 17 being in contact with 10 overflow port of spilling water head, when the circle
When column 12 rotates, the hairbrush 17 that the 16 tail portion right side of brush plate is inlayed turns along 10 overflow port of spilling water head friction
It is dynamic, thus it is daily under the conditions of, when air flows, wind-force can blow the canvas 14 and the cylinder 12 is driven to pass through the bearing 15
It is rotated along the cylinder 11, while rotation, the hairbrush 17 that the 16 tail portion right side of brush plate is inlayed overflows along described
10 overflow port frictional rotation of head avoids sundries so that the removing such as sundries of 10 overflow port of spilling water head will likely be attached to
Clogging 10 overflow port of spilling water head.
Wherein, the spongy layer 4, geotextiles filter layer 5, rectangular housing 6 lateral outer profile size with the lateral edge
1 inner end lateral contour size of stone is consistent.
The specifically used mode and effect of the present embodiment:
When larger rainfall, water storage height rises steadily in lateral edge stone 1, because the permeability of planting soil layer 2 is low with spilling water head 10
In the increase rate of water storage height, when water storage height will be more than 1 height of lateral edge stone in lateral edge stone 1, because of 1 inner end top of lateral edge stone
Edge is chamfering structure 102, and the shape that is distributed in distance on 102 end face of chamfering structure everywhere of lateral edge stone 1 offer it is several
Locate the rectangle overflow hole 103 being connected with 1 bottom face of lateral edge stone, therefore the most of rainwater that will be overflowed will flow into rectangle overflow
It in hole 103, is contacted with the sponge strip 401 in rectangle overflow hole 103, by the characteristic that sponge sucks in water, the rainwater of entrance will be coastal
In continuous item 401 quick adsorption to spongy layer 4, and border on position with sandy gravel stratum 3 because spongy layer 4 is in planting soil layer 2, therefore works as sponge
When absorption rainwater overflow excessively in layer 4, rainwater will trickle interim savings along sandy gravel stratum 3, thus alleviate Urban Underground water scavenging system pressure,
The continuous of rainwater is penetrated into from spongy layer 4 to after in sandy gravel stratum 3, and rainwater finally touches place mat in the soil of 6 top end face of rectangular housing
Work cloth filter layer 5, because of the characteristic of 5 material of geotextiles filter layer, rainwater can penetrate rapidly geotextiles filter layer 5 and pass through circular hole
602 enter in the storage chamber 601 of rectangular housing 6, stop further through geotextiles filter layer 5, can avoid the subtle sand of sandy gravel stratum 3
Gravel blocks circular hole 602, enters in storage chamber 601 rainwater because storage chamber 601 is connected with 8 inner cavity of overflow well, therefore rainwater trickling
Enter in overflow well 8, and because overflow well 8 is connected with underground water pipe duct 9, therefore rainwater is ultimately discharged into underground water pipe duct 9；
Under the conditions of daily, when air flows, wind-force can blow canvas 14 and drive cylinder 12 by bearing 15 along cylinder 11
Rotation, while rotation, the hairbrush 17 that 16 tail portion right side of brush plate is inlayed along 10 overflow port frictional rotation of spilling water head, thus
It will likely be attached to the removing such as sundries of 10 overflow port of spilling water head, clogging 10 overflow port of spilling water head of sundries is avoided, lead to greenery patches
The occurrence of middle rainwater is excessive.
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. a kind of sunk type greenery patches structure in sponge city, it is characterised in that: the sunk type greenery patches structure in the sponge city
Including lateral edge stone, chamfering structure, rectangle overflow hole, planting soil layer, sandy gravel stratum, spongy layer, sponge strip, the first round hole, geotechnique
Cloth filter layer, the second round hole, rectangular housing, storage chamber, circular hole, overflow well, underground water pipe duct, spilling water head, cylinder, cylinder,
Rectangular frame, canvas, bearing, brush plate and hairbrush；Rectangular-shaped lateral edge stone inner end is followed successively by the plantation from top to bottom
Soil layer, the sandy gravel stratum and original state soil layer；Lateral edge stone inner end center position is provided with one of concreting formation
The overflow well；The overflow well inner cavity is connected with the underground water pipe duct；The overflow well bottom end is buried in original state soil layer
Interior, top is fixedly connected with the spilling water head, and spilling water head is located at the top side of planting soil layer；Lateral edge stone inner end top
End margin is the chamfering structure, and if the shape that is distributed in distance on the chamfering structure described everywhere end face of lateral edge stone offer
The rectangle overflow hole that dry place is connected with the lateral edge stone bottom face；Border on position with sandy gravel stratum inside the planting soil layer
It is provided with one layer of spongy layer；Spongy layer center position offers first round hole at one, and spongy layer is logical
It crosses first round hole and is socketed in the overflow well outer.
2. the sunk type greenery patches structure in sponge city as described in claim 1, it is characterised in that: the spongy layer top end face phase
Formula structure is integrated with corresponding to being provided at several places rectangle overflow hole position opened up on the lateral edge stone
The sponge strip, and sponge strip is each passed through the planting soil layer and is plugged on the rectangle overflow hole corresponding with its position
It is interior.
3. the sunk type greenery patches structure in sponge city as described in claim 1, it is characterised in that: the overflow well is relative to institute
It states and is provided with the rectangular housing that concreting is connected at the position of middle and lower part inside sandy gravel stratum；In the rectangular housing
The storage chamber in portion is connected with the overflow well inner cavity；The rectangular housing top end face offers several places and the water storage
The circular hole that chamber is connected.
4. the sunk type greenery patches structure in sponge city as described in claim 1, it is characterised in that: under in the sandy gravel stratum inside
Position is provided with one layer of geotextiles filter layer, and geotextiles filter layer center position offers second circle at one
Hole；The geotextiles filter layer is socketed in the overflow well outer, and the geotextiles filter layer by second round hole
Place mat is on the rectangular housing top end face.
5. the sunk type greenery patches structure in sponge city as described in claim 1, it is characterised in that: in the end face of the spilling water crown
Center portion position is fixedly connected with one piece of cylinder, and barrel bore is rotatably connected to the circle by bearing described in one group
Column.
6. the sunk type greenery patches structure in sponge city as described in claim 1, it is characterised in that: the cylindrical tip face is fixed
Rectangular frame described in being connected with one group, and rectangular frame inner end is fixedly connected with the sail consistent with its inner end size
Cloth.
7. the sunk type greenery patches structure in sponge city as described in claim 1, it is characterised in that: the rectangular frame bottom face
The brush plate is fixedly connected at the position to the left of center；Brush plate tail portion right side is inlaid with several and described excessive
The hairbrush that head overflow port is in contact, when cylinder rotation, brush plate tail portion right side is inlayed described
Hairbrush is along the spilling water head overflow port frictional rotation.
8. the sunk type greenery patches structure in sponge city as described in claim 1, it is characterised in that: the spongy layer, geotextiles
Filter layer, the lateral outer profile size of rectangular housing are consistent with lateral edge stone inner end lateral contour size.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811062167.5A CN108999262B (en) | 2018-09-12 | 2018-09-12 | Sunken greenbelt structure for sponge city |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811062167.5A CN108999262B (en) | 2018-09-12 | 2018-09-12 | Sunken greenbelt structure for sponge city |
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| CN108999262A true CN108999262A (en) | 2018-12-14 |
| CN108999262B CN108999262B (en) | 2021-02-12 |
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Cited By (6)
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| CN109502931A (en) * | 2019-01-14 | 2019-03-22 | 浙江瀚邦环保科技有限公司 | A kind of half chinampa artificial wet land treating system and application for river sewage improvement |
| CN109964746A (en) * | 2019-04-24 | 2019-07-05 | 石家庄市政设计研究院有限责任公司 | A kind of sponge city sunk type greenery patches structure |
| CN110485539A (en) * | 2019-07-09 | 2019-11-22 | 黑龙江省农业科学院大庆分院 | A kind of guiding device for saline alkali land drainage |
| CN110565781A (en) * | 2019-07-31 | 2019-12-13 | 中国科学院生态环境研究中心 | Gutter inlet transformation method |
| CN110952640A (en) * | 2019-11-22 | 2020-04-03 | 南京金海设计工程有限公司 | Sponge city seepage and drainage structure and sponge city water circulation system |
| CN111501969A (en) * | 2020-04-23 | 2020-08-07 | 张永利 | Rainwater cuts dirty purifier based on sponge city |
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| CN207567890U (en) * | 2018-01-11 | 2018-07-03 | 上海墨刻景观工程有限公司 | A kind of ecosystem of sponge city sunk type greenery patches anti-clogging, water storage and purification |
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| CN109502931A (en) * | 2019-01-14 | 2019-03-22 | 浙江瀚邦环保科技有限公司 | A kind of half chinampa artificial wet land treating system and application for river sewage improvement |
| CN109964746A (en) * | 2019-04-24 | 2019-07-05 | 石家庄市政设计研究院有限责任公司 | A kind of sponge city sunk type greenery patches structure |
| CN110485539A (en) * | 2019-07-09 | 2019-11-22 | 黑龙江省农业科学院大庆分院 | A kind of guiding device for saline alkali land drainage |
| CN110565781A (en) * | 2019-07-31 | 2019-12-13 | 中国科学院生态环境研究中心 | Gutter inlet transformation method |
| CN110952640A (en) * | 2019-11-22 | 2020-04-03 | 南京金海设计工程有限公司 | Sponge city seepage and drainage structure and sponge city water circulation system |
| CN111501969A (en) * | 2020-04-23 | 2020-08-07 | 张永利 | Rainwater cuts dirty purifier based on sponge city |
| CN111501969B (en) * | 2020-04-23 | 2021-05-18 | 中南林业科技大学 | Rainwater cuts dirty purifier based on sponge city |
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