CN105887609A - Method for constructing ecological infiltration pavement in sponge city - Google Patents
Method for constructing ecological infiltration pavement in sponge city Download PDFInfo
- Publication number
- CN105887609A CN105887609A CN201610228589.XA CN201610228589A CN105887609A CN 105887609 A CN105887609 A CN 105887609A CN 201610228589 A CN201610228589 A CN 201610228589A CN 105887609 A CN105887609 A CN 105887609A
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- Prior art keywords
- diafiltration
- pavement
- infiltration
- compacting
- ground
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- 238000001764 infiltration Methods 0.000 title abstract 8
- 239000000463 material Substances 0.000 claims abstract description 54
- 238000010276 construction Methods 0.000 claims abstract description 24
- 239000002689 soil Substances 0.000 claims abstract description 23
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 21
- 230000000694 effects Effects 0.000 claims abstract description 9
- 238000011026 diafiltration Methods 0.000 claims description 39
- 239000000203 mixture Substances 0.000 claims description 15
- 239000004568 cement Substances 0.000 claims description 13
- 239000012237 artificial material Substances 0.000 claims description 10
- 239000010881 fly ash Substances 0.000 claims description 10
- 239000011449 brick Substances 0.000 claims description 8
- OKTJSMMVPCPJKN-UHFFFAOYSA-N carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 claims description 7
- ODINCKMPIJJUCX-UHFFFAOYSA-N calcium monoxide Chemical compound [Ca]=O ODINCKMPIJJUCX-UHFFFAOYSA-N 0.000 claims description 6
- 238000004140 cleaning Methods 0.000 claims description 6
- XEEYBQQBJWHFJM-UHFFFAOYSA-N iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 6
- 238000000034 method Methods 0.000 claims description 6
- 238000005096 rolling process Methods 0.000 claims description 6
- 230000008929 regeneration Effects 0.000 claims description 5
- 238000011069 regeneration method Methods 0.000 claims description 5
- 241000371997 Eriocheir sinensis Species 0.000 claims description 3
- 235000008331 Pinus X rigitaeda Nutrition 0.000 claims description 3
- 235000011613 Pinus brutia Nutrition 0.000 claims description 3
- 241000018646 Pinus brutia Species 0.000 claims description 3
- 239000006004 Quartz sand Substances 0.000 claims description 3
- 238000009412 basement excavation Methods 0.000 claims description 3
- 239000011083 cement mortar Substances 0.000 claims description 3
- 239000010883 coal ash Substances 0.000 claims description 3
- 150000001875 compounds Chemical class 0.000 claims description 3
- 238000000227 grinding Methods 0.000 claims description 3
- 229910052742 iron Inorganic materials 0.000 claims description 3
- 239000012528 membrane Substances 0.000 claims description 3
- 238000002156 mixing Methods 0.000 claims description 3
- 238000005325 percolation Methods 0.000 claims description 3
- 238000002360 preparation method Methods 0.000 claims description 3
- 238000009490 roller compaction Methods 0.000 claims description 3
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims description 3
- 239000002910 solid waste Substances 0.000 claims description 3
- 238000003892 spreading Methods 0.000 claims description 3
- 239000010457 zeolite Substances 0.000 claims description 3
- 239000003344 environmental pollutant Substances 0.000 abstract description 3
- 231100000719 pollutant Toxicity 0.000 abstract description 3
- 238000000746 purification Methods 0.000 abstract description 2
- 208000008425 Protein Deficiency Diseases 0.000 abstract 1
- 201000010099 disease Diseases 0.000 abstract 1
- 206010016807 Fluid retention Diseases 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 238000005755 formation reaction Methods 0.000 description 2
- 239000003673 groundwater Substances 0.000 description 2
- 238000011068 load Methods 0.000 description 2
- 230000037025 penetration rate Effects 0.000 description 2
- 206010052128 Glare Diseases 0.000 description 1
- 241000521257 Hydrops Species 0.000 description 1
- 230000002411 adverse Effects 0.000 description 1
- 239000002956 ash Substances 0.000 description 1
- 230000033228 biological regulation Effects 0.000 description 1
- 239000003245 coal Substances 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 230000000593 degrading Effects 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 230000035699 permeability Effects 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 230000001105 regulatory Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 230000001502 supplementation Effects 0.000 description 1
- 239000003403 water pollutant Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C7/00—Coherent pavings made in situ
- E01C7/08—Coherent pavings made in situ made of road-metal and binders
- E01C7/32—Coherent pavings made in situ made of road-metal and binders of courses of different kind made in situ
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C11/00—Details of pavings
- E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
- E01C11/221—Kerbs or like edging members, e.g. flush kerbs, shoulder retaining means ; Joint members, connecting or load-transfer means specially for kerbs
- E01C11/222—Raised kerbs, e.g. for sidewalks ; Integrated or portable means for facilitating ascent or descent
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C11/00—Details of pavings
- E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
- E01C11/224—Surface drainage of streets
- E01C11/225—Paving specially adapted for through-the-surfacing drainage, e.g. perforated, porous; Preformed paving elements comprising, or adapted to form, passageways for carrying off drainage
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C7/00—Coherent pavings made in situ
- E01C7/08—Coherent pavings made in situ made of road-metal and binders
- E01C7/32—Coherent pavings made in situ made of road-metal and binders of courses of different kind made in situ
- E01C7/325—Joining different layers, e.g. by adhesive layers; Intermediate layers, e.g. for the escape of water vapour, for spreading stresses
-
- 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
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
Abstract
The invention discloses a method for constructing ecological infiltration pavement in a sponge city. The ecological infiltration pavement in the sponge city comprises a subbase layer, a base layer, an infiltration layer and a permeable pavement. The construction method comprises steps as follows: 1) an infiltration material is prepared; 2) the subbase layer and the base layer are paved; 3) the infiltration layer is paved by paving the infiltration material under the pavement; 4) curbs are mounted and the permeable pavement is paved. The method has the advantages as follows: the construction method is ecological and environment-friendly and has better repeatability and reproductivity, and the porosity and the rainwater infiltration rate of the pavement can be increased; the water storage performance and the pollutant purification capability of the pavement and surrounding soil can be remarkably improved, pollutants in water and road safety accidents are reduced, the local climate is moderately adjusted, the problems such as rain diseases, the heat island effect, soil moisture deficiency, city noise and the like of the city are remarkably solved, and a good reference function is provided for construction of urban ecological roads while the problems about urban ecology, environment and safety are solved.
Description
Technical field
The invention belongs to urban construction field of Environment Protection, particularly to the structure side on a kind of sponge urban ecology diafiltration ground
Method.
Background technology
Along with urban construction develops rapidly, the construction of large amount of building and road etc. makes city hardened ground area fast
Speed increases, and at present, the paving design of the most urban road of China, public square etc. all uses with " natural
Coordinated development, benign ecological cycles " the contrary impermeable water type close-graded concrete of theory and stone slab mat formation knot
Structure.Urban ecological environment can be adversely affected by the large area use of this paving, destroys water resource
Normal circulation, prevent rain (snow) water and directly infiltrate through ground, blocked rain (snow) water to city
Supplementing of lower water resource；Exacerbate the negative climatic effect in city, be degrading urban ecology, this fluid-tight
Mat formation and the effect jointly of surrounding cities building, city " tropical island effect " and city noise can be increased；Add
Potential safety hazard, along with increasingly sharpening of city " rainwater sick ", the ground pavement of these surface compacts the rainy day by
In hardened ground make at hypsography low-lying can not draining in time, cause large area hydrops, produce " water drift phenomenon ",
Make rainy day driving produce the phenomenons such as " drift is sliding ", " splashing ", " Night Glare ", travel to pedestrian's trip and vehicle
Make troubles and potential safety hazard.When the gradient is suitable, due to the Quick drainage pattern of hardened ground, city is made to lack
Water phenomenon increases the weight of, and is unfavorable for regulating mesoclimate.Along with the proposition of sponge city concept, people are more desirable to can be had
A kind of ecotypic road surface replaces existing hard surface, can solve these by ecological diafiltration techniques and ask
Topic, uses ecological diafiltration techniques extensively to lay environmental pervious surface in city, and this has become many in the world
The common practice of ecocity.Environmental pervious surface can reduce the tropical island effect in city, regulates mesoclimate,
It is also beneficial to the precipitation in city, city can be helped to store more rainwater.This can relax city water resource crisis,
The water content in soil can be increased again, regulate the climate, thus improve the ecological environment in city.
Summary of the invention
It is an object of the invention to for above-mentioned existing problems, it is provided that a kind of ecology, environmental protection, green sponge city
The construction method on ecological diafiltration ground, the method can increase porosity and the rain penetration rate on ground, infiltrates soil
The rainwater of earth, is possible not only to recharging groundwater, also can alleviate city rain flood load, hence it is evident that improve urban ecology ring
Border.
Technical scheme:
The construction method on a kind of sponge urban ecology diafiltration ground, described sponge urban ecology diafiltration ground is by base
Layer, basic unit, filter layer, porous pavement composition, construction method comprises the following steps:
1) preparation of diafiltration material
Diafiltration material is to utilize natural material, obsolete material and artificial material combination to prepare, and wherein natural material is
Natural sandy soil, zeolite, quartz sand, timber, meadow soil or sub-sandy soil, obsolete material be coal ash, Carapax Eriocheir sinensis or
Solid waste, artificial material is fibrous membrane, activated carbon or Zero-valent Iron, according to percolation effect, integrated economics,
The material mixture ratio of natural material, obsolete material and artificial material is 7:1-2:0.5-1；
2) underlayment and basic unit are laid
Requirement excavation roadbed according to design, clears up the earthwork, checks longitudinal gradient, horizontal wall inscription and sideline, repair roadbed,
Levelling grinding compacting, compacting factor is at least up to 95%, lays underlayment, underlayment above the roadbed excavated
Being become with local soil type by Calx, flyash, Calx, flyash are 10:24:66 with the weight ratio of soil, complete the end
Levelling compacting after basic unit, compacting factor is at least up to 95%, before rolling end, once makes it with land leveller is the most flat
The most pleasantly, road camber and superelevation all meet design requirement, surface is finally harrowed pine gently, and it is moistening, so to sprinkle water
Rear laying basic unit, basic unit is cement stabilized macadam layer, and stable with cement, flyash, cement is accurately weighed with gathering materials, and presses
According to continuous grading ratio blend, record mixing time, add water time and amount of water, it is ensured that blend quality, uniformly
Levelling compacting after paving, compacting factor is at least up to 93%, and compacting rear surface should be smooth without wheelmark or protuberance, and breaks
Face is correct, and road camber meets the requirements, after completion of works, the surface of Construction of Cement Stabilized Macadam should keep smooth,
Cleaning；
3) ground underlay diafiltration material-paving filter layer
The laying of filter layer is the diafiltration material prepared on ground and road both sides shallow-layer ground surface consolidation, and thickness is
3-10cm, before making diafiltration material, basic unit should clean up, and diafiltration material is through paving and after integer, vertical
I.e. carry out rolling 6-8 time in the range of overall with, in both sides multiple pressure 2-3 time on road surface, in roller compaction process, diafiltration
The surface of material to remain moist；
4) kerbstone is installed and lays pervious surface
Laying kerbstone before laying pervious surface, kerbstone leaves 5cm gap every 10m, uses after paving
Pointing with cement mortar and backfill protection in time, then lays pervious surface, and the material of porous pavement is permeable drip
Blue or green compound or regeneration aggregate water-permeable brick, spreading thickness when using water-permeating pitch mixed material is 1.0-1.2cm.
The invention have the advantage that sponge urban ecology diafiltration ground construction method ecology that the method provides, environmental protection,
Green, has preferably repeatability and showing property, can increase porosity and the rain penetration rate on ground, infiltrates soil
The rainwater of earth, not only can recharging groundwater, also can alleviate city rain flood load, hence it is evident that improve urban ecological environment；
Significantly improve water-retention performance and the pollutant purification ability of road surface and surrounding soil, reduce water pollutant and road
The generation of security incident, appropriate regulation mesoclimate, hence it is evident that slow down city " rainwater sick ", " tropical island effect " and
The problems such as soil hydropenia and city noise, while solving urban ecology, environmental and safety problems, to structure
Urban ecology road serves good reference function.
Accompanying drawing explanation
Fig. 1 is ecological diafiltration earth construction schematic diagram.
In figure: 1. roadbed 2. underlayment 3. basic unit 4. filter layer 5. water penetration ground 6. kerbstone.
Detailed description of the invention
Below in conjunction with specific embodiment, the present invention is described in further detail.
Embodiment 1:
The construction method on a kind of sponge urban ecology diafiltration ground, as it is shown in figure 1, described sponge urban ecology oozes
Filter ground is made up of underlayment, basic unit, filter layer, porous pavement, and construction method comprises the following steps:
1) preparation of diafiltration material
Diafiltration material is to utilize natural material, obsolete material and artificial material combination to prepare, and wherein natural material is
Natural sandy soil, zeolite, quartz sand, timber, meadow soil or sub-sandy soil, obsolete material be coal ash, Carapax Eriocheir sinensis or
Solid waste, artificial material is fibrous membrane, activated carbon or Zero-valent Iron, according to percolation effect, integrated economics,
The material mixture ratio of natural material, obsolete material and artificial material is 7:2:1；
2) underlayment and basic unit are laid
Requirement excavation roadbed according to design, clears up the earthwork, checks longitudinal gradient, horizontal wall inscription and sideline, repair roadbed,
Levelling grinding compacting, compacting factor is at least up to 95%, lays underlayment, underlayment above the roadbed excavated
Being become with local soil type by Calx, flyash, Calx, flyash are 10:24:66 with the weight ratio of soil, complete the end
Levelling compacting after basic unit, compacting factor is at least up to 95%, before rolling end, once makes it with land leveller is the most flat
The most pleasantly, road camber and superelevation all meet design requirement, surface is finally harrowed pine gently, and it is moistening, so to sprinkle water
Rear laying basic unit, basic unit is cement stabilized macadam layer, and stable with cement, flyash, cement is accurately weighed with gathering materials, and presses
According to continuous grading ratio blend, record mixing time, add water time and amount of water, it is ensured that blend quality, uniformly
Levelling compacting after paving, compacting factor is at least up to 93%, and compacting rear surface should be smooth without wheelmark or protuberance, and breaks
Face is correct, and road camber meets the requirements, after completion of works, the surface of Construction of Cement Stabilized Macadam should keep smooth,
Cleaning；
3) ground underlay diafiltration material-paving filter layer
The laying of filter layer is the diafiltration material prepared on ground and road both sides shallow-layer ground surface consolidation, and thickness is
3cm, before making diafiltration material, basic unit should clean up, and diafiltration material is through paving and after integer, immediately
Carry out rolling in the range of overall with 6 times, in the both sides multiple pressure 2 times on road surface, in roller compaction process, diafiltration material
Surface to remain moist；
4) kerbstone is installed and lays pervious surface
Laying kerbstone before laying pervious surface, kerbstone leaves 5cm gap every 10m, uses after paving
Pointing with cement mortar and backfill protection in time, then lays pervious surface, and the material of porous pavement is permeable drip
Blue or green compound or regeneration aggregate water-permeable brick, spreading thickness when using water-permeating pitch mixed material is 1.0cm.
Ecological diafiltration earth construction described in embodiment 1 is applicable to the laying on car lane ground.
Embodiment 2
The construction method on a kind of sponge urban ecology diafiltration ground, described sponge urban ecology diafiltration ground is by base
Layer, basic unit, filter layer, porous pavement composition, construction method embodiment 1 is essentially identical, and difference is:
In step 1) in, in filter layer diafiltration material, the proportion of natural material suitably increases, natural material, discarded
Material, the material mixture ratio of artificial material are 7:1:0.5.
In step 2) in, underlayment can be suitable according to practical situation with compacting factor with the laying depth of basic unit
Reduce.According to the requirement of design, excavate roadbed, clear up the earthwork, above the roadbed excavated, lay 15cm
Thick lime-fly-ash stabilization soil underlayment, re-lays the basic unit of 10cm, utilizes cement fine coal after the compacting that paves
Ash is stable, and pave compacting, and compacting factor reaches more than 90%.
In step 3) in, the diafiltration material that filter layer making 5cm prepares, shallow-layer ground, road both sides is laid
The diafiltration material of 3cm.
In step 4) in porous pavement use the seepy material such as regeneration aggregate water-permeable brick, regeneration aggregate water-permeable brick
Coefficient of permeability is approximately 20 times of common water-permeable brick, the highest, and its water retention property is the twice of common water-permeable brick,
The highest, it is widely used in the construction of ecological pavement.
Ecological diafiltration earth construction described in the embodiment of the present invention 2 is applicable to the laying of brick for paving sidewalk.
It is obvious to a person skilled in the art that the invention is not restricted to the details of above-mentioned one exemplary embodiment, and
And without departing from the spirit or essential characteristics of the present invention, it is possible to realize this in other specific forms
Bright, and appropriateness of the present invention is extended in other embodiments.Therefore, no matter from the point of view of which point, all should
Regarding embodiment as exemplary, and be nonrestrictive, the scope of the present invention is by claims
It not that described above limits, it is intended that all by fall in the implication of equivalency and scope of claim
Change is included in the present invention.
Moreover, it will be appreciated that although this specification is been described by according to embodiment, but the most each embodiment party
Formula only comprises an independent technical scheme, and this narrating mode of description is only for clarity sake, ability
Field technique personnel should be using description as an entirety, and the technical scheme in each embodiment can also be through suitable group
Close, form other embodiments that it will be appreciated by those skilled in the art that.
Claims (1)
1. the construction method on a sponge urban ecology diafiltration ground, it is characterised in that described sponge urban ecology oozes
Filter ground is made up of underlayment, basic unit, filter layer, porous pavement, and construction method comprises the following steps:
1) preparation of diafiltration material
Diafiltration material is to utilize natural material, obsolete material and artificial material combination to prepare, and wherein natural material is
Natural sandy soil, zeolite, quartz sand, timber, meadow soil or sub-sandy soil, obsolete material be coal ash, Carapax Eriocheir sinensis or
Solid waste, artificial material is fibrous membrane, activated carbon or Zero-valent Iron, according to percolation effect, integrated economics,
The material mixture ratio of natural material, obsolete material and artificial material is 7:1-2:0.5-1；
2) underlayment and basic unit are laid
Requirement excavation roadbed according to design, clears up the earthwork, checks longitudinal gradient, horizontal wall inscription and sideline, repair roadbed,
Levelling grinding compacting, compacting factor is at least up to 95%, lays underlayment, underlayment above the roadbed excavated
Being become with local soil type by Calx, flyash, Calx, flyash are 10:24:66 with the weight ratio of soil, complete the end
Levelling compacting after basic unit, compacting factor is at least up to 95%, before rolling end, once makes it with land leveller is the most flat
The most pleasantly, road camber and superelevation all meet design requirement, surface is finally harrowed pine gently, and it is moistening, so to sprinkle water
Rear laying basic unit, basic unit is cement stabilized macadam layer, and stable with cement, flyash, cement is accurately weighed with gathering materials, and presses
According to continuous grading ratio blend, record mixing time, add water time and amount of water, it is ensured that blend quality, uniformly
Levelling compacting after paving, compacting factor is at least up to 93%, and compacting rear surface should be smooth without wheelmark or protuberance, and breaks
Face is correct, and road camber meets the requirements, after completion of works, the surface of Construction of Cement Stabilized Macadam should keep smooth,
Cleaning；
3) ground underlay diafiltration material-paving filter layer
The laying of filter layer is the diafiltration material prepared on ground and road both sides shallow-layer ground surface consolidation, and thickness is
3-10cm, before making diafiltration material, basic unit should clean up, and diafiltration material is through paving and after integer, vertical
I.e. carry out rolling 6-8 time in the range of overall with, in both sides multiple pressure 2-3 time on road surface, in roller compaction process, diafiltration
The surface of material to remain moist；
4) kerbstone is installed and lays pervious surface
Laying kerbstone before laying pervious surface, kerbstone leaves 5cm gap every 10m, uses after paving
Pointing with cement mortar and backfill protection in time, then lays pervious surface, and the material of porous pavement is permeable drip
Blue or green compound or regeneration aggregate water-permeable brick, spreading thickness when using water-permeating pitch mixed material is 1.0-1.2cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610228589.XA CN105887609B (en) | 2016-04-13 | 2016-04-13 | A kind of construction method on sponge urban ecology diafiltration ground |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610228589.XA CN105887609B (en) | 2016-04-13 | 2016-04-13 | A kind of construction method on sponge urban ecology diafiltration ground |
Publications (2)
| Publication Number | Publication Date |
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| CN105887609A true CN105887609A (en) | 2016-08-24 |
| CN105887609B CN105887609B (en) | 2018-07-03 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610228589.XA Expired - Fee Related CN105887609B (en) | 2016-04-13 | 2016-04-13 | A kind of construction method on sponge urban ecology diafiltration ground |
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Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106320135A (en) * | 2016-09-21 | 2017-01-11 | 沈阳建筑大学 | Rainwater collection ecological pavement for sponge city |
| CN106320136A (en) * | 2016-09-21 | 2017-01-11 | 沈阳建筑大学 | Rainwater collection middle running water ecological pavement |
| CN107094390A (en) * | 2017-04-19 | 2017-08-29 | 上海溪昌环境工程有限公司 | A kind of new method for building sponge city |
| CN108328966A (en) * | 2018-01-24 | 2018-07-27 | 河南工程学院 | A kind of sponge city permeable mortar and preparation method thereof |
| CN109468902A (en) * | 2018-11-02 | 2019-03-15 | 江苏工程职业技术学院 | Energy saving water storage type greening or pavement foundation construction technique |
| CN109853323A (en) * | 2018-12-28 | 2019-06-07 | 无锡市城归设计有限责任公司 | A kind of sponge urban ecology diafiltration ground structure and its construction method |
| CN110105784A (en) * | 2019-04-30 | 2019-08-09 | 长安大学 | A kind of regenerated engineering assembled road surface and its laying method |
| CN111411559A (en) * | 2020-04-02 | 2020-07-14 | 上海仁路科技有限公司 | Permeable pavement and laying method thereof |
| CN111794039A (en) * | 2020-06-15 | 2020-10-20 | 广东省水利水电科学研究院 | Road with seepage and storage functions and construction method thereof |
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| CN204162964U (en) * | 2014-08-21 | 2015-02-18 | 山西省交通科学研究院 | A kind of combined type drainage pavement structure being applicable to area of heavy rainfull |
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