CN205529755U - Formula of straining road surface is held to fast arranging - Google Patents
Formula of straining road surface is held to fast arranging Download PDFInfo
- Publication number
- CN205529755U CN205529755U CN201620077864.8U CN201620077864U CN205529755U CN 205529755 U CN205529755 U CN 205529755U CN 201620077864 U CN201620077864 U CN 201620077864U CN 205529755 U CN205529755 U CN 205529755U
- Authority
- CN
- China
- Prior art keywords
- layer
- road surface
- water
- utility
- model
- 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.)
- Expired - Fee Related
Links
Classifications
-
- 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
Landscapes
- Road Paving Structures (AREA)
Abstract
The utility model discloses a formula of straining road surface is held to fast arranging from top to bottom comprises asphalt concrete layer, a geotextile layer, sub -surface and the 2nd geotextile layer in proper order, and wherein the sub -surface adopts super absorbent polymer resin layer, water storage macadam base, the biozeolite layer component that superposes from top to bottom, the asphalt concrete layer porosity is not less than 22%. The beneficial effects of the utility model are that the surface water can pass through road surface structure infiltration to the road surface possesses long -time retaining storage capacity, can slowly release moisture for a long time, and the water that releases both can permeate the replenish underground water source downwards, can reduce way table temperature in upwards evaporation of high temperature season again, reduces urban heat island effect.
Description
Technical field
The utility model belongs to brick or concrete duct field, relates to a kind of fast row and stores filter formula road surface.
Background technology
At present, urban road, square, commercial street, pavement, parking lot, community and parkway extensively make
With dense bitumen compound, cement concrete and the material such as granite, marble, urban surface is not gradually by
Permeable surface layer covers.But this pavement structure exists some problems, as urban groundwater can not get supplementing, ground
Table water cannot ooze by under pavement structure, compromises the water balance in city, have impact on the growth of urban surface plant,
Destroy the ecological balance of urban surface simultaneously.In big city, level of ground water loses in downward trend year by year, the soil body
, easily there is fault sag in the ability of balance in situ;Increase the weight of urban waterlogging disaster, due to the road surface of surface compact
Structure the rainy day can not draining in time, inside pavement structure, lack water storage design simultaneously, moisture penetration can be caused
To subgrade soils, form destabilization of roadbed;Current collection device, somewhat expensive and engineering need to be set up in road both sides
Measure huge;Water body one-way flow, pavement structure does not possess long-time retaining storage capacity, and water body flow direction is
One-way flow.
Utility model content
The purpose of this utility model is to provide a kind of fast row to store filter formula road surface, solves current pavement structure and makes city
City's underground water can not get supplementing, and surface water cannot ooze by under pavement structure, causes roadbed to damage, pavement structure
Not possessing long-time retaining storage capacity, pavement temperature is high, compromises the isorrheic problem in city.
The utility model be employed technical scheme comprise that and knitted by asphalt concrete layer, the first geotechnique the most successively
Nitride layer, sub-surface and the second geotextile layer composition, wherein sub-surface uses super absorbent resin layer, storage
Water crushed rock base course, biozeolite layer superposition from top to bottom composition, described bituminous concrete layer porosity is not less than
22%.
Further, described asphalt concrete layer is open-shelf range OGFC asphalt concrete material.
Further, described concrete layer thickness be 5-10cm, super absorbent resin layer thickness be 3-5cm, water storage
Crushed rock base course thickness is 50-70cm, biozeolite layer thickness is 5-10cm.
The beneficial effects of the utility model are that surface water can ooze by under pavement structure, and when road surface possesses long
Between retaining storage capacity, can slowly discharge moisture for a long time, the water discharged both can permeate downwards supplementary
Underground water source, upwards can evaporate at high temperature season again, reduces road table temperature, reduces urban heat land effect.
Accompanying drawing explanation
Fig. 1 is that the utility model arranges storage filter formula pavement structure schematic diagram soon.
In figure, 1. asphalt concrete layer, 2. the first geotextile layer, 3. sub-surface, 4. the second geotextile layer,
301. super absorbent resin layers, 302. water storage crushed rock base courses, 303. biozeolite layers.
Detailed description of the invention
Below in conjunction with detailed description of the invention, the utility model is described in detail.
The utility model asphalt concrete layer 1 as shown in Figure 1 preferably employs open-shelf range OGFC
(Open Graded Friction Course) asphalt concrete material, its design porosity ensures not less than 22%.
Under asphalt concrete layer 1 one layer is first geotextile layer, the i.e. first geotextile layer 2, the first soil
Being sub-surface 3 below work tissue layer 2, sub-surface 3 uses super absorbent resin layer 301, water storage rubble
Basic unit 302 (water-loss reducer), biozeolite layer 303 (drainage agent) superposition composition.Bottom one layer is second
Geotextile layer that is second geotextile layer 4.The utility model pavement structure asphalt concrete layer 1 thickness is
5-10cm, super absorbent resin layer 301 thickness is 3-5cm, water storage crushed rock base course 302 thickness is 50-70cm,
Biozeolite layer 303 thickness is 5-10cm.
The feature that fast row of the present utility model stores filter formula pavement structure is as follows:
(1) possesses the performance on conventional drainage road surface
Use macrovoid (voidage is not less than 22%) OGFC bituminous concrete surfacing as road surface
Layer, can make rainwater enter inside pavement structure quickly through road surface, meet the requirement of general drainage pavement, with
Time top layer, macroporous road traffic noise is also had obvious sound deadening.
(2) storage filter formula sub-surface design is used
Eliminate the full impregnated water tube hose in conventional discharge pavement structure, use the additional water-loss reducer of rubble water storage basic unit
Layer, the design of drainage oxidant layer.Water-loss reducer uses super absorbent resin, and it is that a kind of water absorbing capacity is the strongest
Functional high molecule material.Nontoxic, repeatedly release water, water suction, be mainly used in arid area crop growth,
By its mixing in road gallet water storage basic unit, once rainfall, can quickly absorb and exceed own vol 200
Water body again, prevents precipitation leakage excessive, damages roadbed.Water-loss reducer has water conservation concurrently simultaneously, the function of retaining can
Slowly to discharge moisture for a long time, the water discharged both can permeate downwards recharge of groundwater source, again can be
High temperature season upwards evaporates, and reduces road table temperature, reduces urban heat land effect.Drainage agent uses biological boiling
Stone, biozeolite is the sedimentary rock sprayed through volcano, possess the adsorptivity to organic one's share of expenses for a joint undertaking, have filter,
The effects such as natural decoloring agent and removal poisonous and harmful substance, use biozeolite can permeate pathway table
Water body carries out purification filtering effect, it is ensured that the safety of underground water source.
(3) twice Geotextiles Design, it is ensured that the monolithic stability of pavement structure
Novel fast row stores filter formula Pavement Structure Design and uses twice geotextile layer, and first geotextile layer is arranged
Below top layer, road, it is therefore an objective to reinforced surface layer further, improve bearing capacity and the surface layer rutting resistance on road surface.
Second geotextile layer is arranged between drainage basic unit and roadbed, prevents soil particle from entering base by pump-absorb action
Layer.
Pavement structure of the present utility model is also advantageous in that: construction is simple, and cost performance is high, and novel fast row stores filter formula
Pavement structure and the construction technology on plain asphalt road surface, construction equipment are essentially identical.With other Quick drainage road surfaces
Comparing, decrease the rainwater-collecting processing equipment of road both sides, its cost performance is higher.Use water-loss reducer and drainage
The design of agent makes moisture the most slowly to discharge, two-way penetration, has higher social benefit and environmental protection effect
Benefit.
The utility model pavement structure breaks through conventional road Pavement Structure Design theory, and porous pavement can be straight by rainwater
Connect and permeate the ground rather than enter river, lake through special current collection processing system implementing.Rainwater is by pavement structure
Being filtrated to get purification, maintain the steady of earth's surface hydraulic pressure, supplement groundwater resources, water body can be on road simultaneously
Face structure can slowly discharge with long-time storage, both can complete the discharge under current direction the short time and collect,
Slowly can upwards discharge for a long time again, reduce road table temperature, become " the meeting with good ecological environment benefit
Breathe " pavement structure.
The above is only to better embodiment of the present utility model, not makees the utility model any
Pro forma restriction, every any simply repaiies made for any of the above embodiments according to technical spirit of the present utility model
Change, equivalent variations and modification, belong in the range of technical solutions of the utility model.
Claims (3)
1. a fast row stores filter formula road surface, it is characterised in that: the most successively by asphalt concrete layer (1),
First geotextile layer (2), sub-surface (3) and the second geotextile layer (4) composition, wherein road surface base
Layer (3) uses super absorbent resin layer (301), water storage crushed rock base course (302), biozeolite layer (303)
Superposition from top to bottom forms, and described bituminous concrete layer porosity is not less than 22%.
2. store filter formula road surface according to fast row a kind of described in claim 1, it is characterised in that: described bituminous concrete
Layer (1) is open-shelf range OGFC asphalt concrete material.
3. store filter formula road surface according to fast row a kind of described in claim 1, it is characterised in that: described concrete layer (1)
Thickness is 5-10cm, super absorbent resin layer (301) thickness is 3-5cm, water storage crushed rock base course (302) thick
Degree is 5-10cm for 50-70cm, biozeolite layer (303) thickness.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620077864.8U CN205529755U (en) | 2016-01-27 | 2016-01-27 | Formula of straining road surface is held to fast arranging |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620077864.8U CN205529755U (en) | 2016-01-27 | 2016-01-27 | Formula of straining road surface is held to fast arranging |
Publications (1)
Publication Number | Publication Date |
---|---|
CN205529755U true CN205529755U (en) | 2016-08-31 |
Family
ID=56771095
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201620077864.8U Expired - Fee Related CN205529755U (en) | 2016-01-27 | 2016-01-27 | Formula of straining road surface is held to fast arranging |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN205529755U (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107288008A (en) * | 2017-08-03 | 2017-10-24 | 四川云图瑞科技有限公司 | A kind of sponge urban road material |
CN107841917A (en) * | 2017-10-31 | 2018-03-27 | 绍兴文理学院元培学院 | A kind of porous asphalt pavement water storage pumping equipment |
CN111455758A (en) * | 2020-04-08 | 2020-07-28 | 王文超 | Quick infiltration road bed road surface of rainwater |
-
2016
- 2016-01-27 CN CN201620077864.8U patent/CN205529755U/en not_active Expired - Fee Related
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107288008A (en) * | 2017-08-03 | 2017-10-24 | 四川云图瑞科技有限公司 | A kind of sponge urban road material |
CN107841917A (en) * | 2017-10-31 | 2018-03-27 | 绍兴文理学院元培学院 | A kind of porous asphalt pavement water storage pumping equipment |
CN111455758A (en) * | 2020-04-08 | 2020-07-28 | 王文超 | Quick infiltration road bed road surface of rainwater |
CN111455758B (en) * | 2020-04-08 | 2021-06-15 | 王文超 | Quick infiltration road bed road surface of rainwater |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
Liu et al. | Low impact development (LID) practices: A review on recent developments, challenges and prospects | |
CN207793788U (en) | A kind of porous pavement rain infiltration structure | |
CN206902493U (en) | A kind of undisguised material permeable concrete ground structure | |
CN206289491U (en) | A kind of pavement, greenery patches harvest water system | |
CN105887609A (en) | Method for constructing ecological infiltration pavement in sponge city | |
CN207259888U (en) | A kind of sponge urban road sinking greenbelt | |
CN105544417A (en) | Method for enabling pavements to have strong rainwater storage capacity and reducing rainwater loss | |
CN205276088U (en) | Modular permeable pavement structure | |
CN103981785A (en) | Pervious concrete paving system with penetration and drainage guide tubes | |
CN107034767A (en) | A kind of full pervious concrete pavement structure of regeneration aggregate and its construction method | |
CN205529755U (en) | Formula of straining road surface is held to fast arranging | |
CN106677011A (en) | Sidewalk and greenbelt water collecting and storing system | |
CN207062672U (en) | A kind of permeable pavement structure | |
CN207362616U (en) | A kind of paving structure of water-permeable brick | |
CN205617188U (en) | Urban road rainwater regulation system | |
CN206052850U (en) | A kind of roadside greening rainwater regulating pondage system | |
CN107642142A (en) | Resident living area infiltration type intercepting pollution for rainwater governing system | |
CN202265891U (en) | Permeable rainwater drainage pipe | |
CN207185366U (en) | A kind of grass planting trench system with purification function | |
JP2008008125A (en) | Method for making permeable pavement material and permeable molded/machined product | |
CN205295848U (en) | Firm type ecology system of mating formation of permeating water | |
CN203866664U (en) | Permeable concrete pavement system with permeation and drainage guide pipes | |
CN106630294A (en) | Decontaminating and water-permeable pavement system | |
CN206090204U (en) | Height ecological road surface structure of permeating water | |
CN102487695A (en) | Green belt for roads |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160831 Termination date: 20210127 |