CN106958264A - A kind of highway greenbelt and its construction method - Google Patents
A kind of highway greenbelt and its construction method Download PDFInfo
- Publication number
- CN106958264A CN106958264A CN201610608081.2A CN201610608081A CN106958264A CN 106958264 A CN106958264 A CN 106958264A CN 201610608081 A CN201610608081 A CN 201610608081A CN 106958264 A CN106958264 A CN 106958264A
- Authority
- CN
- China
- Prior art keywords
- greenbelt
- cistern
- aquifer
- side slope
- highway
- 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.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03B—INSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
- E03B3/00—Methods or installations for obtaining or collecting drinking water or tap water
- E03B3/02—Methods or installations for obtaining or collecting drinking water or tap water from rain-water
-
- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01G—HORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
- A01G9/00—Cultivation in receptacles, forcing-frames or greenhouses; Edging for beds, lawn or the like
- A01G9/02—Receptacles, e.g. flower-pots or boxes; Glasses for cultivating flowers
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
- E01F15/00—Safety arrangements for slowing, redirecting or stopping errant vehicles, e.g. guard posts or bollards; Arrangements for reducing damage to roadside structures due to vehicular impact
- E01F15/02—Continuous barriers extending along roads or between traffic lanes
-
- 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
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/108—Rainwater harvesting
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Health & Medical Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Environmental Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Revetment (AREA)
Abstract
The present invention relates to a kind of highway greenbelt and its construction method, belong to technical field of civil engineering.Highway greenbelt includes greening side slope band and isolation greenbelt, the greening side slope band includes matrix, cistern, gutter and plantation hole, the isolation greenbelt includes fence, soil horizon, aquifer and basic unit, the cistern is connected by connecting pipe with aquifer, and its construction method includes the matrix construction, the construction of isolation greenbelt and the cultivation of green plants of greening side slope band.A kind of highway greenbelt and its construction method, low cost of the present invention, reduces maintenance times and maintenance cost, and construction is simple, can farthest reduce the death of trees, facilitate the management and maintenance of greenbelt.
Description
Technical field
The invention belongs to technical field of civil engineering, more particularly to a kind of highway greenbelt and its construction method.
Background technology
Afforestation project is an important subsystem in freeway facility, in recent years, and with " harmonious traffic ", " greening is handed over
It is logical " etc. theory deeply and the highway idea of sustainable development execution, greening system starts to be built, operation side
Most attention.But because China carries out starting late for Expressway Green Engineering, set at present in greening function positioning, greening
The problem of also having certain in terms of meter, construction and foster pipe die formula.
The greening function target of highway different zones, i.e. traffic safety, landscape molding and restoration of the ecosystem, people is to greening
The major function demand of system is guarantee driving safety and moulds graceful landscape；Car is exactly mainly to drive a vehicle to the demand of greening system
Safety；The demand of road and environment is mainly the ecological restoration function of greening.
But there is high cost in highway greenbelt now, maintenance cost many in the local maintenance times of drought
Height, the easy water shortage of trees is dead, and the construction method of greenbelt has high cost, the shortcomings of construction is complicated.
The content of the invention
In order to solve the above mentioned problem of prior art presence, the invention provides a kind of highway greenbelt and its construction
Method, low cost reduces maintenance times and maintenance cost, and construction is simple, can farthest reduce the death of trees, convenient
The management and maintenance of greenbelt.
The technical solution adopted in the present invention is：
A kind of highway greenbelt, it includes greening side slope band and isolation greenbelt, and the greening side slope band includes base
Body, cistern, gutter and plantation hole, the isolation greenbelt include fence, soil horizon, aquifer and basic unit, the retaining
Pond is connected by connecting pipe with aquifer.
Described matrix is made up of building stones, cement and reinforcing bar, and matrix includes revetment, turf planted area and shrub planted area and base
Seat, the gutter, which is divided on longitudinal drainage ditch and transverse drain ditch, the revetment, is provided with lacing wire, and the cistern is arranged on
On pedestal, the longitudinal drainage ditch is arranged on revetment and connected with transverse drain ditch, and the transverse drain ditch connects with cistern
Logical, the plantation hole is arranged on pedestal, and the soil horizon, aquifer and basic unit are arranged in isolation greenbelt successively from top to bottom
Interior, having in the aquifer be provided with water proof material in retaining material, the basic unit.
A kind of highway greenbelt construction method, it comprises the following steps：
(1) side slope excavated progress is smooth, smooth is stair shape structure, while it is in 30- to be dug in side slope with side slope
The hole of 60 ° of angles, then opens turf planted area and the barrier of shrub planted area, by building stones and cement mixing, while by reinforcing bar
According to side slope and hole shape bending and tie up, then the mixture of building stones and cement is laid on the reinforcing bar tied up,
A concave surface is pressed on the mixture of building stones and cement simultaneously as longitudinal drainage ditch, is revetment after theing cement solidifies.
(2) it is side slope bottom is smooth, road deep trouth is dug along inside side slope in side slope bottom, then by plantation hole and cistern
Barrier is opened, and then lays reinforcing bar at side slope bottom and deep trouth again, then building stones and cement admixture are laid on reinforcing bar again, treated
It is pedestal after theing cement solidifies, while digging transverse drain ditch in revetment and pedestal intersection so that longitudinal drainage ditch and transverse direction
Gutter is connected, while digging slag-drip opening and tributary ditch on transverse drain ditch, tributary ditch is connected with cistern.
(3) in express highway pavement construction, the position of isolation greenbelt is reserved in express highway pavement, is laid simultaneously
Connecting pipe between cistern and cistern, then builds cofferdam in isolation greenbelt surrounding, while install guardrail, will be every
The slope at 5-45 ° of inclination angle is made by basic unit from greenbelt, and waterproof material is then smeared in basic unit, water-storage material is then backfilled,
Make aquifer, connecting pipe be buried in aquifer, at the same on connecting pipe brill a diameter of 0.2-2cm several are small
Hole, then backfills soil again.
(4) Turf Culture and shrub on turf planted area and shrub planted area, plant arbor in plantation hole, in isolation
The slope top plantation drought-enduring plant of greenbelt, waterlogging plant is planted on the slope bottom of isolation greenbelt, every
Climbing plant is planted from greenbelt surrounding.
It is 90-135 ° to roll over clevis angle in the step (1) in stair shape structure, and hole is pyramidal structure, the depth of hole
For 1-5m, the angle on longitudinal drainage ditch and ground is that between 15-60 °, the mass ratio of building stones and cement is 1-3: 1, building stones it is straight
Footpath is between 0.1-5cm.
The depth of deep trouth is 1-5m in the step (2), and thickness is that cover plate is equipped with 0.1-0.5m, cistern, laterally
Gutter is V-shaped structure, and slag-drip opening is arranged on V-shaped structural base.
The inclination angle on slope is 5-30 ° in the step (3), and the thickness of aquifer is the 0.02- of local average annual rainfall
0.2 times.
Then the preparation method of the cover plate lays water for binding reinforcing bars are reticulated into structure on the both sides up and down of reinforcing bar
Mud, while setting some holes through cover plate on the cover board.
The connecting pipe is 10-20cm apart from the distance of columns base.
Water-storage material in the aquifer mixes for diatomite and carbon dust according to mass ratio 1: 3-5.
Beneficial effects of the present invention are：
1. low cost, due to building matrix by the way of cement and building stones mixing, can reduce the consumption of cement, simultaneously
The intensity of matrix not being reduced, while being provided with lacing wire, lacing wire embedded in the inside of massif, being provided with pedestal, pedestal is also embedded in mountain
Internal portion, in the case where not reducing the safeguard function of matrix, it is possible to decrease the thickness of matrix, reduces the consumption of building stones and cement.
2. maintenance times and maintenance cost are reduced, Turf Culture and shrub on turf planted area and shrub planted area,
Plantation hole plants arbor, and these turf planted areas, shrub planted area and plantation hole are connected with ground, so general initial stage enters
After row maintenance is survived, isolation greenbelt is due to departing from ground, and due to the particularity of highway, excessive excessively frequent
Maintenance be unpractical, and the present invention uses cistern, collects the rainwater of side slope, is stored into cistern, cistern with every
From aquifer is provided with greenbelt connection, and isolation greenbelt, it can farthest ensure to isolate the moisture of greenbelt plant,
Reduce maintenance cost and number of times.
3. construction is simple, slope side uses stair shape structure, farthest can rely on the tendency on slope side to reduce construction volume,
Stair shape Stability Analysis of Structures, reduces the risk kept to the edge simultaneously, and turf planted area, shrub planted area are set in stair shape structure,
The double action of greening and water and soil conservation can be achieved, while decrease construction volume, in isolation greenbelt, using there is certain inclination
The constructing structure of angle, drought-enduring and waterlogging plant can be planted simultaneously, while also not increasing difficulty of construction.
4. the death of trees can be reduced farthest, facilitate the management and maintenance of greenbelt, the gutter of setting can use
In the rainwater for collecting side slope, while transverse drain ditch is V-shaped structure, slag-drip opening is arranged on V-shaped structural base, can both received
Collect rainwater, while also avoiding substantial amounts of soil from causing the alluvial of cistern into cistern, it is ensured that the water storage function of cistern,
Cistern is connected with aquifer simultaneously, it is ensured that the moisture of the plant of isolation greenbelt, facilitates the management and maintenance of greenbelt,
The basic unit for isolating greenbelt is ramp structure, in the slope top plantation drought-enduring plant of isolation greenbelt, in isolation greening
Waterlogging plant is planted above the slope bottom of band, by such structure, can avoid isolating green under extremely non-irrigated or extremely flooded weather
Change all dead with plant.
Brief description of the drawings
Fig. 1 is greening side slope band structure schematic diagram of the present invention；
Fig. 2 is present invention isolation greenbelt structural representation；
Fig. 3 is transverse drain ditch structural scheme of mechanism of the present invention.
Wherein：1st, greening side slope band, 2, isolation greenbelt, 3, matrix, 4, cistern, 5, gutter, 6, plantation hole, 7, enclose
Column, 8, soil horizon, 9, aquifer, 10, basic unit, 11, connecting pipe, 12, revetment, 13, turf planted area, 14, shrub planted area,
15th, pedestal, 16, lacing wire.
Embodiment
Below in conjunction with accompanying drawing and specific example, to a kind of highway greenbelt described in the present patent application and its construction
Method is described and illustrated, in order to which the public is better understood from the technology contents of the present invention, rather than to the technology
The limitation of content, under identical or approximate principle, the improvement carried out to the processing step, including reaction condition, examination used
Agent is improved and replaced, and reaches identical purpose, then all within the present patent application technical scheme claimed.
As shown in Figure 1, 2, 3, a kind of highway greenbelt, it includes greening side slope band 1 and isolation greenbelt 2, described
Greening side slope band 1 includes matrix 3, cistern 4, gutter 5 and plantation hole 6, and the isolation greenbelt 2 includes fence 7, soil horizon
8th, aquifer 9 and basic unit 10, the cistern 4 are connected by connecting pipe 11 with aquifer 9.
Described matrix 3 is made up of building stones, cement and reinforcing bar, and matrix 3 includes revetment 12, turf planted area 13 and shrub plantation
Area 14 and pedestal 15,5 points of the gutter is to be provided with lacing wire 16 on longitudinal drainage ditch and transverse drain ditch, the revetment 12,
The cistern 4 is arranged on pedestal 15, and the longitudinal drainage ditch is arranged on revetment 12 and connected with transverse drain ditch, described
Transverse drain ditch is connected with cistern 4, and the plantation hole 6 is arranged on pedestal 15, the soil horizon 8, aquifer 9 and basic unit 10
From top to bottom successively be arranged in isolation greenbelt 2 in, have in the aquifer 9 be provided with retaining material, the basic unit 10 every
Water material.
A kind of highway greenbelt construction method, it comprises the following steps：
(1) side slope excavated progress is smooth, smooth is stair shape structure, while it is in 30- to be dug in side slope with side slope
The hole of 60 ° of angles, then opens turf planted area and the barrier of shrub planted area, by building stones and cement mixing, while by reinforcing bar
According to side slope and hole shape bending and tie up, then the mixture of building stones and cement is laid on the reinforcing bar tied up,
A concave surface is pressed on the mixture of building stones and cement simultaneously as longitudinal drainage ditch, is revetment after theing cement solidifies.
(2) it is side slope bottom is smooth, road deep trouth is dug along inside side slope in side slope bottom, then by plantation hole and cistern
Barrier is opened, and then lays reinforcing bar at side slope bottom and deep trouth again, then building stones and cement admixture are laid on reinforcing bar again, treated
It is pedestal after theing cement solidifies, while digging transverse drain ditch in revetment and pedestal intersection so that longitudinal drainage ditch and transverse direction
Gutter is connected, while digging slag-drip opening and tributary ditch on transverse drain ditch, tributary ditch is connected with cistern.
(3) in express highway pavement construction, the position of isolation greenbelt is reserved in express highway pavement, is laid simultaneously
Connecting pipe between cistern and cistern, then builds cofferdam in isolation greenbelt surrounding, while install guardrail, will be every
The slope at 5-45 ° of inclination angle is made by basic unit from greenbelt, and waterproof material is then smeared in basic unit, water-storage material is then backfilled,
Make aquifer, connecting pipe be buried in aquifer, at the same on connecting pipe brill a diameter of 0.2-2cm several are small
Hole, then backfills soil again.
(4) Turf Culture and shrub on turf planted area and shrub planted area, plant arbor in plantation hole, in isolation
The slope top plantation drought-enduring plant of greenbelt, waterlogging plant is planted on the slope bottom of isolation greenbelt, every
Climbing plant is planted from greenbelt surrounding.
It is 90-135 ° to roll over clevis angle in the step (1) in stair shape structure, and hole is pyramidal structure, the depth of hole
For 1-5m, the angle on longitudinal drainage ditch and ground is that between 15-60 °, the mass ratio of building stones and cement is 1-3: 1, building stones it is straight
Footpath is between 0.1-5cm.
The depth of deep trouth is 1-5m in the step (2), and thickness is that cover plate is equipped with 0.1-0.5m, cistern, laterally
Gutter is V-shaped structure, and slag-drip opening is arranged on V-shaped structural base.
The inclination angle on slope is 5-30 ° in the step (3), and the thickness of aquifer is the 0.02- of local average annual rainfall
0.2 times.
Then the preparation method of the cover plate lays water for binding reinforcing bars are reticulated into structure on the both sides up and down of reinforcing bar
Mud, while setting some holes through cover plate on the cover board.
Distance of the connecting pipe 11 apart from the bottom of cistern 4 is 10-20cm.
Water-storage material in the aquifer 9 mixes for diatomite and carbon dust according to mass ratio 1: 3-5.
A kind of highway greenbelt and its construction method of the present invention, due to being mixed using cement and building stones by the way of come
Matrix is built, the consumption of cement can be reduced, while not reducing the intensity of matrix, while being provided with lacing wire 16, lacing wire 16 embedded in
The inside of massif, is provided with pedestal 15, and pedestal 15 is also embedded in inside massif, because side slope can be to matrix with very during slipping by slope
Big pressure, and lacing wire 16 and pedestal 15 are inlaid into inside massif, can disperse such a pressure, reduce matrix and collapse peace
The risk of shifting, in the case where not reducing the safeguard function of matrix, it is possible to decrease the thickness of matrix, reduces the use of building stones and cement
Amount.
Turf Culture and shrub on maintenance times and maintenance cost, turf planted area 13 and shrub planted area 14 are reduced,
In 6 kinds of plantation hole plant arbors, and these be connecteds with ground, so carrying out general initial stage after maintenance survives, isolation is afforested
Band 2 is due to departing from ground, and due to the particularity of highway, and it is unpractical, and this hair that excessive mistake, which is frequently safeguarded,
Bright use cistern 4, collects the rainwater of side slope, is stored into cistern 4, cistern 4 is connected with isolating greenbelt 2, and isolation
It is provided with greenbelt 2 in aquifer 9, aquifer 9 and is provided with water-storage material, water-storage material is diatomite and carbon dust according to quality
Mixed than 1: 3-5, because diatomite and carbon dust are loose many hollow structures, substantial amounts of can absorb and store water source, work as drop
When rainfall is reduced, the implicit water source of water-storage material can be come out with slow release, can farthest ensure to isolate greenbelt plant
Moisture, reduce maintenance cost and number of times.
Construction is simple, and slope side uses stair shape structure, can farthest rely on the tendency on slope side to reduce construction volume, together
When stair shape Stability Analysis of Structures, reduce the risk kept to the edge, turf planted area 13, shrub planted area be set in stair shape structure
14, the double action of greening and water and soil conservation can be achieved, while decreasing construction volume, is isolating greenbelt 2, it is certain using having
The constructing structure at angle of inclination, drought-enduring and waterlogging plant can be planted simultaneously, while also not increasing difficulty of construction.
The death of trees can be farthest reduced, facilitates the management and maintenance of greenbelt, the gutter 5 of setting can be used for
The rainwater of side slope is collected, while transverse drain ditch is V-shaped structure, slag-drip opening is arranged on V-shaped structural base, can both collected
Rainwater, while also avoiding substantial amounts of soil from entering the alluvial that cistern 4 causes cistern, it is ensured that the water storage function of cistern 4,
Cistern 4 is connected with aquifer 9 simultaneously, it is ensured that the moisture of the plant of isolation greenbelt, facilitates management and the dimension of greenbelt
Shield, the basic unit of isolation greenbelt is ramp structure, and drought-enduring plant is planted in the slope top of isolation greenbelt, green isolating
Waterlogging plant is planted above the slope bottom for changing band, by such structure, can avoid isolating under extremely non-irrigated or extremely flooded weather
All death of greenbelt plant.
The present invention is not limited to above-mentioned preferred forms, and anyone can show that other are various under the enlightenment of the present invention
The product of form, however, make any change in its shape or structure, it is every that there is skill identical or similar to the present application
Art scheme, is within the scope of the present invention.
Claims (9)
1. a kind of highway greenbelt, it is characterised in that：Including greening side slope band (1) and isolation greenbelt (2), the side slope
Greenbelt (1) includes matrix (3), cistern (4), gutter (5) and plantation hole (6), and the isolation greenbelt (2) includes fence
(7), soil horizon (8), aquifer (9) and basic unit (10), the cistern (4) are connected by connecting pipe (11) and aquifer (9)
Connect.
2. a kind of highway greenbelt according to claim 1, it is characterised in that：Described matrix (3) is by building stones, cement
With reinforcing bar composition, matrix (3) includes revetment (12), turf planted area (13) and shrub planted area (14) and pedestal (15), described
Gutter (5), which is divided on longitudinal drainage ditch and transverse drain ditch, the revetment (12), is provided with lacing wire (16), the cistern
(4) it is arranged on pedestal (15), the longitudinal drainage ditch is arranged on revetment (12) and connected with transverse drain ditch, the transverse direction
Gutter is connected with cistern (4), and the plantation hole (6) is arranged on pedestal (15), the soil horizon (8), aquifer (9) and
Basic unit (10) is arranged in isolation greenbelt (2) successively from top to bottom, has retaining material, the basic unit in the aquifer (9)
(10) water proof material is provided with.
3. a kind of highway greenbelt construction method according to claim 1, it is characterised in that comprise the following steps：
(1) side slope excavated progress is smooth, smooth is stair shape structure, while being dug in side slope with side slope in 30-60 ° of angle
The hole of degree, then opens turf planted area and the barrier of shrub planted area, by building stones and cement mixing, while by reinforcing bar according to side
The shape bending of slope and hole and tie up, then the mixture of building stones and cement is laid on the reinforcing bar tied up, while
A concave surface is pressed on the mixture of building stones and cement as longitudinal drainage ditch, is revetment after theing cement solidifies.
(2) it is side slope bottom is smooth, road deep trouth is dug along inside side slope in side slope bottom, then plantation hole and cistern is obstructed
Open, then lay reinforcing bar at side slope bottom and deep trouth again, then building stones and cement admixture are laid on reinforcing bar again, cement is treated
It is pedestal after solidification, while digging transverse drain ditch in revetment and pedestal intersection so that longitudinal drainage ditch and transverse drainage
Ditch is connected, while digging slag-drip opening and tributary ditch on transverse drain ditch, tributary ditch is connected with cistern.
(3) in express highway pavement construction, the position of isolation greenbelt is reserved in express highway pavement, while laying retaining
Connecting pipe between pond and cistern, then builds cofferdam in isolation greenbelt surrounding, while installing guardrail, will isolate green
The slope at 5-45 ° of inclination angle is made by the basic unit for changing band, and waterproof material is then smeared in basic unit, water-storage material is then backfilled, made
Aquifer, connecting pipe is buried in aquifer, while several apertures of a diameter of 0.2-2cm on connecting pipe brill, so
Backfill soil again afterwards.
(4) Turf Culture and shrub on turf planted area and shrub planted area, plant arbor in plantation hole, in isolation greening
The slope top plantation drought-enduring plant of band, waterlogging plant is planted on the slope bottom of isolation greenbelt, green isolating
Change band surrounding and plant climbing plant.
4. a kind of highway greenbelt construction method according to claim 3, it is characterised in that：In the step (1)
It is 90-135 ° that clevis angle is rolled in stair shape structure, and hole is pyramidal structure, and the depth of hole is 1-5m, longitudinal drainage ditch and ground
The angle in face is that between 15-60 °, the mass ratio of building stones and cement is 1-3: 1, and the diameter of building stones is between 0.1-5cm.
5. a kind of highway greenbelt construction method according to claim 3, it is characterised in that：In the step (2)
The depth of deep trouth is 1-5m, and thickness is that cover plate is equipped with 0.1-0.5m, cistern, and transverse drain ditch is V-shaped structure, deslagging
Mouth is arranged on V-shaped structural base.
6. a kind of highway greenbelt construction method according to claim 3, it is characterised in that：In the step (3)
The inclination angle on slope is 5-30 °, and the thickness of aquifer is 0.02-0.2 times of local average annual rainfall.
7. a kind of highway greenbelt construction method according to claim 3, it is characterised in that：The making of the cover plate
Then method lays cement, while setting on the cover board some for binding reinforcing bars are reticulated into structure on the both sides up and down of reinforcing bar
Through the hole of cover plate.
8. a kind of highway greenbelt according to claim 1, it is characterised in that：The connecting pipe is apart from cistern
The distance of bottom is 10-20cm.
9. a kind of highway greenbelt according to claim 1, it is characterised in that：Water-storage material in the aquifer
It is that diatomite and carbon dust are mixed according to mass ratio 1: 3-5.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610608081.2A CN106958264A (en) | 2016-07-14 | 2016-07-14 | A kind of highway greenbelt and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610608081.2A CN106958264A (en) | 2016-07-14 | 2016-07-14 | A kind of highway greenbelt and its construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106958264A true CN106958264A (en) | 2017-07-18 |
Family
ID=59481706
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610608081.2A Pending CN106958264A (en) | 2016-07-14 | 2016-07-14 | A kind of highway greenbelt and its construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106958264A (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107574787A (en) * | 2017-09-13 | 2018-01-12 | 安徽金贺财建筑工程有限公司 | A kind of unrestrained water step and its construction method for shallow water beach |
| CN109252470A (en) * | 2018-11-20 | 2019-01-22 | 广州市和泰园林工程有限公司 | A kind of expressway greening isolation strip and its construction method |
| CN110050603A (en) * | 2019-04-20 | 2019-07-26 | 浙江园冶生态建设有限公司 | Highway Landscape Construction method |
| CN110447445A (en) * | 2019-08-22 | 2019-11-15 | 合肥尘洁清洁技术服务有限公司 | A kind of maintenance management method of road green belt |
| CN110521447A (en) * | 2019-09-02 | 2019-12-03 | 李彬一 | A kind of ecological slope protection |
| CN111622239A (en) * | 2020-05-28 | 2020-09-04 | 机械工业勘察设计研究院有限公司 | Loess high fill slope drainage method |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101112157A (en) * | 2007-08-28 | 2008-01-30 | 中国科学院武汉岩土力学研究所 | Method for greening high precipitous rock slope |
| CN101622931A (en) * | 2008-07-10 | 2010-01-13 | 浙江交通职业技术学院 | Greening sloping surface for rock side slope facing wall and construction method thereof |
| CN201962719U (en) * | 2011-01-27 | 2011-09-07 | 昆明理工大学 | Water-saving device for supplying rain water and well water in express way |
| CN202280032U (en) * | 2011-09-30 | 2012-06-20 | 江苏大学 | Sunken type road-separating green belt |
| JP2012132240A (en) * | 2010-12-22 | 2012-07-12 | Sekisui Plastics Co Ltd | Road sprinkling system |
| CN103371069A (en) * | 2012-04-26 | 2013-10-30 | 交通运输部科学研究院 | Cascading type ecological planting tank for road surface runoff collection, purification and utilization |
| CN103643612A (en) * | 2013-12-27 | 2014-03-19 | 深圳市建筑科学研究院有限公司 | Shallow grass furrow and manufacturing method of shallow grass furrow |
-
2016
- 2016-07-14 CN CN201610608081.2A patent/CN106958264A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101112157A (en) * | 2007-08-28 | 2008-01-30 | 中国科学院武汉岩土力学研究所 | Method for greening high precipitous rock slope |
| CN101622931A (en) * | 2008-07-10 | 2010-01-13 | 浙江交通职业技术学院 | Greening sloping surface for rock side slope facing wall and construction method thereof |
| JP2012132240A (en) * | 2010-12-22 | 2012-07-12 | Sekisui Plastics Co Ltd | Road sprinkling system |
| CN201962719U (en) * | 2011-01-27 | 2011-09-07 | 昆明理工大学 | Water-saving device for supplying rain water and well water in express way |
| CN202280032U (en) * | 2011-09-30 | 2012-06-20 | 江苏大学 | Sunken type road-separating green belt |
| CN103371069A (en) * | 2012-04-26 | 2013-10-30 | 交通运输部科学研究院 | Cascading type ecological planting tank for road surface runoff collection, purification and utilization |
| CN103643612A (en) * | 2013-12-27 | 2014-03-19 | 深圳市建筑科学研究院有限公司 | Shallow grass furrow and manufacturing method of shallow grass furrow |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107574787A (en) * | 2017-09-13 | 2018-01-12 | 安徽金贺财建筑工程有限公司 | A kind of unrestrained water step and its construction method for shallow water beach |
| CN107574787B (en) * | 2017-09-13 | 2019-12-03 | 东阳市琰安建筑工程有限公司 | A kind of unrestrained water step and its construction method for shallow water beach |
| CN109252470A (en) * | 2018-11-20 | 2019-01-22 | 广州市和泰园林工程有限公司 | A kind of expressway greening isolation strip and its construction method |
| CN110050603A (en) * | 2019-04-20 | 2019-07-26 | 浙江园冶生态建设有限公司 | Highway Landscape Construction method |
| CN110050603B (en) * | 2019-04-20 | 2020-12-29 | 浙江园冶生态建设有限公司 | Highway landscaping construction method |
| CN110447445A (en) * | 2019-08-22 | 2019-11-15 | 合肥尘洁清洁技术服务有限公司 | A kind of maintenance management method of road green belt |
| CN110521447A (en) * | 2019-09-02 | 2019-12-03 | 李彬一 | A kind of ecological slope protection |
| CN111622239A (en) * | 2020-05-28 | 2020-09-04 | 机械工业勘察设计研究院有限公司 | Loess high fill slope drainage method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106958264A (en) | A kind of highway greenbelt and its construction method | |
| CN101451355B (en) | Water retention method of back fill course | |
| CN106869237A (en) | A kind of gardens rainwater-collecting water storage system and its construction method | |
| CN101336593B (en) | Method for constructing ecology garden landscape compound structures to improve salt-affected soil | |
| CN206752614U (en) | A kind of sponge-type road sinks formula afforests dividing strip Rainwater collection system | |
| CN106639180A (en) | Rainwater collecting system for roof garden and construction method | |
| CN206681021U (en) | A kind of multi-functional slope reinforcement structure | |
| CN201826318U (en) | Simple ecological slope protecting structure for loose soil of road | |
| CN206571217U (en) | Outdoor Parking position system based on sponge the idea of the city | |
| CN107989153A (en) | A kind of novel construction method for building sponge city | |
| CN112144552A (en) | Damaged mountain ecological vegetation restoration structure, implementation method and application thereof | |
| CN211922648U (en) | Ecological restoration type rare earth tailings | |
| CN210315594U (en) | Cast-in-place ecological bank protection of concrete | |
| CN206545257U (en) | A kind of novel greening band water storage structure | |
| CN109487900A (en) | A kind of the shock resistance drain filtering system of domestic and construction method of concave herbaceous field | |
| CN206693154U (en) | A kind of town and country river course slope protection system | |
| CN106115922B (en) | A kind of construction method of the clean water treatment for Landscape Park | |
| CN100564702C (en) | A kind of rectangle infitration galleries construction method of stabilizing water quantity | |
| CN208486146U (en) | A kind of novel filter infiltration garden road step and sunk type square laying structure | |
| CN113216224A (en) | Gravel soil slope greening technology for open-pit mining of green mine | |
| CN106894387A (en) | A kind of town and country river course slope protection system and method for paving | |
| CN209660100U (en) | A kind of Rocky Desertification Region rainwater-collecting recharge system | |
| CN205804371U (en) | A kind of structure protecting swell-shrink characteristic ground cut slope | |
| CN220150485U (en) | Urban seepage-promoting floor drain device | |
| CN205329670U (en) | Short system of oozing of rainwater of soft soil foundation |
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 | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20170718 |
|
| WD01 | Invention patent application deemed withdrawn after publication |