CN206521667U - A kind of permeable pavement construction - Google Patents
A kind of permeable pavement construction Download PDFInfo
- Publication number
- CN206521667U CN206521667U CN201720057797.8U CN201720057797U CN206521667U CN 206521667 U CN206521667 U CN 206521667U CN 201720057797 U CN201720057797 U CN 201720057797U CN 206521667 U CN206521667 U CN 206521667U
- Authority
- CN
- China
- Prior art keywords
- mixed layer
- microlith
- precast concrete
- permeable pavement
- concrete block
- 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.)
- Active
Links
Landscapes
- Road Paving Structures (AREA)
Abstract
The utility model is related to a kind of permeable pavement construction, it is made up of precast concrete block, microlith mixed layer, rubble mixed layer, rammed earth, the top of precast concrete block is square, bottom is the supporting construction that four corner blocks are constituted, top and the bottom are an entirety, the structure is goed deep into inside microlith mixed layer, is combined closely with microlith mixed layer, firm and difficult for drop-off.The utility model easy construction, low cost, Yi Guanyang, while the gas permeability and water penetration of soil are added, it is not only ecological but also environmentally friendly.
Description
Technical field
The utility model is related to garden road Pavement Construction field, more particularly to a kind of permeable pavement construction.
Background technology
Water permeable paving material is main by following several：Pervious concrete, water penetration porous asphalt, water-permeable brick and stone road
Deng.At present, most of permeable pavement structures are all that surfacing is permeable, and bed course or basic unit are waterproof, it is impossible to effectively addedly
Lower water resource.Its material is easily caused passage hole plug, permeability rate is decayed, may be for the general material of some quality
Completely plugged in short time to lose water permeable ability, timeliness is short.Permeable pavement integrated engineering cost on the market is generally higher than commonly
Mat formation engineering, later maintenance is also required to substantial amounts of manpower, material resources and financial resources, causes the unnecessary wasting of resources.
For the utility model permeable pavement, possesses advantages below：1) precast concrete block itself possesses infiltration condition, has
Beneficial to ground quick-drying after rain, ponding is difficult.2) amount of the increase of precast concrete block volume but materials is compared with the face brick of same specification
Do not increase, low cost.3) the corner block support structure designs of concrete brick bottom are easy to be combined with fine sand mixed layer, firmly
And it is difficult for drop-off.4) leave gap between contiguous prefabricated concrete brick and filled with fine sand, overall structure is permeable and ventilative.5) originally
Utility model permeable pavement does bed course with sandstone, with water penetration, so that rainwater can be penetrated into subgrade soil, realizes rainwater
Digest on the spot, mitigate discharge pressure, recharge of groundwater resource.6) the utility model overall structure is less than conventional paving structure, keeps away
Exempt from unnecessary manpower and materials to waste, and easy construction, the later stage, which manages, supports easy.
Utility model content
The purpose of this utility model provides a kind of easy construction, low cost, Yi Guanyang, while adding the gas permeability of soil
And water penetration, not only ecological but also environmental protection permeable pavement construction.
To achieve these goals, the utility model is related to a kind of permeable pavement construction, including precast concrete block, microlith
Mixed layer, rubble mixed layer, rammed earth, the top of the precast concrete block is square, and bottom is four corner block structures
Into supporting construction, top and the bottom are entirety, and its height is 100~150mm, and the structure is goed deep into inside microlith mixed layer, with
Microlith mixed layer is combined closely, firm and difficult for drop-off.3~5mm gap need to be reserved during the precast concrete facing brick paving.
Gap is filled with fine sand, increases its water penetration.
Brief description of the drawings
Fig. 1 is the utility model permeable pavement structural section
Fig. 2 is that the utility model permeable pavement constructs precast concrete block perspective view
Fig. 3 is that the utility model permeable pavement constructs precast concrete block side view
Component label instructions：
Precast concrete block 1
Square 11
Corner block supporting construction 12
Microlith mixed layer 2
Rubble mixed layer 3
Rammed earth 4
Gap 5
Embodiment
The precast concrete block 1, top is square 11, and bottom is the supporting construction 12 that four corner blocks are constituted, on
Bottom is an entirety, and its height is 100~150mm.The precast concrete block volume increases but the amount of materials does not increase, and
With infiltration effect, be conducive to ground quick-drying after rain, be difficult ponding, refer to Fig. 2 and Fig. 3.
The precast concrete block 1 is inserted directly into microlith mixed layer 2, and the structure is goed deep into inside microlith mixed layer 2, firmly and
It is difficult for drop-off, bonded while avoiding using cement mortar, cause the airtight and impermeability of soil, refer to Fig. 1 and figure
2。
Gap 5 is left between the contiguous prefabricated concrete brick 1, the wide 3~5mm in gap 5 is filled, it is therefore an objective to be with fine sand
Make the overall structure more permeable and ventilative, be conducive to rainwater backflow the earth, refer to Fig. 1.
The microlith mixed layer 2 can select a diameter of 0.5~1mm microlith and fine sand, and its thickness is 100~150mm, is had
Combined closely beneficial to precast concrete block 1, refer to Fig. 1.
The rubble mixed layer 3 can select a diameter of 5~7mm rubble and sand grains, and its thickness is 100~150mm, increase
Integrally-built water penetration and stability, refer to Fig. 1.
The rammed earth 4 is the meaning that plain soil is filled in compacting, is architectural engineering term, is that most common build is filled
Thing.
Claims (4)
1. a kind of permeable pavement construction, is made up of precast concrete block, microlith mixed layer, rubble mixed layer, rammed earth, prefabricated
The top of concrete brick is square, and bottom is the supporting construction that four corner blocks are constituted, and top and the bottom are an entirety, the structure
Go deep into inside microlith mixed layer, combined closely with microlith mixed layer, it is firm and difficult for drop-off.
2. permeable pavement is constructed according to claim 1, it is characterised in that：The top of the precast concrete block is pros
Body, bottom is the supporting construction that four corner blocks are constituted, and top and the bottom are an entirety, and its height is 100~150mm, and this is prefabricated
Concrete brick volume increases but the amount of materials does not increase, and with infiltration effect, is conducive to ground quick-drying after rain, is difficult product
Water.
3. permeable pavement is constructed according to claim 1, it is characterised in that：The precast concrete block is inserted directly into microlith and mixed
Layer is closed, its supporting construction is goed deep into inside fine sand mixed layer, combined closely with microlith mixed layer, firm and difficult for drop-off.
4. permeable pavement is constructed according to claim 1, it is characterised in that：The precast concrete block need to reserve 3 when mating formation
~5mm gap, gap is filled with fine sand, increases its water penetration.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720057797.8U CN206521667U (en) | 2017-01-17 | 2017-01-17 | A kind of permeable pavement construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720057797.8U CN206521667U (en) | 2017-01-17 | 2017-01-17 | A kind of permeable pavement construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206521667U true CN206521667U (en) | 2017-09-26 |
Family
ID=59890816
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720057797.8U Active CN206521667U (en) | 2017-01-17 | 2017-01-17 | A kind of permeable pavement construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206521667U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110080063A (en) * | 2019-06-05 | 2019-08-02 | 皓耀时代(福建)集团有限公司 | A kind of Route for pedestrians and its construction method |
-
2017
- 2017-01-17 CN CN201720057797.8U patent/CN206521667U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110080063A (en) * | 2019-06-05 | 2019-08-02 | 皓耀时代(福建)集团有限公司 | A kind of Route for pedestrians and its construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202031001U (en) | Compound water-permeable road structure | |
| CN207793788U (en) | A kind of porous pavement rain infiltration structure | |
| CN101914918B (en) | High-steep side slope and intensely weathered bed rock solid waste landfill site seepage prevention structure and treatment method thereof | |
| US10233595B2 (en) | Hard pavement construction method for natural groundwater recharge | |
| CN203295913U (en) | Novel ecological permeable road structure | |
| CN107034767A (en) | A kind of full pervious concrete pavement structure of regeneration aggregate and its construction method | |
| CN105463967A (en) | Water-permeable wear-resistant garden path and construction method thereof | |
| CN108532401A (en) | A kind of coral sand concrete road surface structure and its construction method | |
| CN102839683B (en) | Granular pile-permeable concrete stake dual compound foundation and processing method | |
| CN107761504A (en) | Porous pavement with pervious concrete post | |
| CN207130558U (en) | A kind of roadbed filling structure | |
| CN206521667U (en) | A kind of permeable pavement construction | |
| CN212335976U (en) | Construction waste regeneration drainage CFG pile foundation | |
| CN105421189B (en) | Road structure with permeable barricade | |
| CN103806434B (en) | A kind of level joins the method building the slag soil engineering bag front saturated over-wet soil ground of engineering of process brill | |
| CN206721596U (en) | A kind of pavement structure of permeable road | |
| CN207793792U (en) | A kind of road surface permeable pavement structure | |
| CN206828912U (en) | A kind of full pervious concrete pavement structure of regeneration aggregate | |
| CN207176431U (en) | A kind of permeable pavement structure based on sponge the idea of the city | |
| CN205259025U (en) | Road structure with barricade permeates water | |
| CN210395013U (en) | Light type road structure of permeating water | |
| CN211522732U (en) | Permeable pavement structure | |
| CN204982588U (en) | Basic unit on square, parking area and garden way structure of mating formation | |
| CN106996063A (en) | A kind of pavement structure of permeable road | |
| CN202787295U (en) | Dispersive pile-permeable concrete pile novel dual compound foundation |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |