CN206418364U - A kind of permeable road structure - Google Patents
A kind of permeable road structure Download PDFInfo
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- CN206418364U CN206418364U CN201720062502.6U CN201720062502U CN206418364U CN 206418364 U CN206418364 U CN 206418364U CN 201720062502 U CN201720062502 U CN 201720062502U CN 206418364 U CN206418364 U CN 206418364U
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Abstract
The utility model is related to porous pavement technical field, more specifically a kind of permeable road structure, described graded broken stone is arranged on the top of rammed earth layer, water stability detritus layer is arranged on the top of graded broken stone, stopping area is arranged on the top of water stability detritus layer, the bottom surface of damping, buffering plate is in contact with stopping area, the bottom surface of ox hair carpet veneer is arranged on the upper surface of damping, buffering plate, blacktop II is arranged on the top of ox hair carpet veneer, blacktop I is arranged on blacktop II top, filter layer is arranged on blacktop I top, space concrete permeable layer is arranged on the top of filter layer, undisguised material porous pavement is arranged on the top of pervious bed on the coagulation of space, glass sliver is arranged in damping, buffering plate.Permeable road structure good water permeability, can effectively prevent water from penetrating into plain soil layer, it is ensured that roadbed will not be destroyed, while frost resistance is good, damping performance is strong, Stability Analysis of Structures.
Description
Technical field
The utility model is related to porous pavement technical field, more specifically to a kind of permeable road structure.
Background technology
Porous pavement has water penetration, and road, the seeping phenomenon on square can be comparatively fast eliminated when rainy；The energy when concentrating rainfall
Mitigate the burden of municipal drainage facility, prevent river inundation and water pollution.
Existing porous pavement lacks filter layer, and debris can enter underground through road surface, it will destruction porous pavement, and
And existing porous pavement damping property is poor, poor in northern frost resistance, the easy freezing up when it is cold, road structure is single, easily broken
It is bad.
The content of the invention
The utility model mainly solving the technical problems that：A kind of permeable road structure is provided, permeable road structure is permeable
Property it is good, can effectively prevent water from penetrating into plain soil layer, it is ensured that roadbed will not be destroyed, while frost resistance is good, damping performance is strong,
Stability Analysis of Structures.
In order to solve the above technical problems, the utility model is related to porous pavement technical field, it is more specifically a kind of saturating
Water route based structures, including undisguised material porous pavement, space concrete permeable layer, filter layer, blacktop I, blacktop
II, ox hair carpet veneer, damping, buffering plate, glass sliver, stopping area, water stability detritus layer, graded broken stone layer and rammed earth layer.
Described graded broken stone is arranged on the top of rammed earth layer, and water stability detritus layer is arranged on the top of graded broken stone,
Stopping area is arranged on the top of water stability detritus layer, and the bottom surface of damping, buffering plate is in contact with stopping area, and the bottom surface of ox hair carpet veneer is set
Put in the upper surface of damping, buffering plate, blacktop II is arranged on the top of ox hair carpet veneer, blacktop I is arranged on pitch
Supercrust II top, filter layer is arranged on blacktop I top, and concrete permeable layer in space is arranged on the upper of filter layer
Side, undisguised material porous pavement is arranged on the top of space concrete permeable layer, and glass sliver is arranged in damping, buffering plate.
As the further optimization of the technical program, the material of the filter layer described in a kind of permeable road structure of the utility model
Expect for fine sand, its thickness is 20mm.
As the further optimization of the technical program, the damping, buffering plate described in a kind of permeable road structure of the utility model
Cross section undulate, the material of damping, buffering plate is rigid plastics.
As the further optimization of the technical program, the material of the stopping area described in a kind of permeable road structure of the utility model
Expect for high-strength polyethylene.
As the further optimization of the technical program, the water stability detritus layer described in a kind of permeable road structure of the utility model
Particle diameter is 30 millimeters.
A kind of the utility model permeable road structure has the beneficial effect that：
A kind of permeable road structure of the utility model, permeable road structure good water permeability effectively can prevent water from penetrating into
To plain upper strata, it is ensured that roadbed will not be destroyed, while frost resistance is good, damping performance is strong, Stability Analysis of Structures.
Brief description of the drawings
The utility model is described in more detail with specific implementation method below in conjunction with the accompanying drawings.
Fig. 1 is a kind of structural representation of permeable road structure of the utility model.
In figure：Undisguised material porous pavement 1, space concrete permeable layer 2, filter layer 3, blacktop I 4, bituminous paving
Layer II 5, ox hair carpet veneer 6, damping, buffering plate 7, glass sliver 8, stopping area 9, water stability detritus layer 10, graded broken stone layer 11, element soil
Tamp layer 12.
Embodiment
Embodiment one：
Illustrate present embodiment with reference to Fig. 1, the utility model is related to porous pavement technical field, more specifically
A kind of permeable road structure, including：Undisguised material porous pavement 1, space concrete permeable layer 2, filter layer 3, blacktop I
4th, blacktop II 5, ox hair carpet veneer 6, damping, buffering plate 7, glass sliver 8, stopping area 9, water stability detritus layer 10, level are with broken
Rock layers 11 and rammed earth layer 12.
Described graded broken stone 11 is arranged on the top of rammed earth layer 12, and water stability detritus layer 10 is arranged on graded broken stone 11
Top, stopping area 9 is arranged on the top of water stability detritus layer 10, and the bottom surface of damping, buffering plate 7 is in contact with stopping area 9, ox hair
The bottom surface of carpet veneer 6 is arranged on the upper surface of damping, buffering plate 7, and blacktop II 5 is arranged on the top of ox hair carpet veneer 6, pitch
Supercrust I 4 is arranged on blacktop II 5 top, and filter layer 3 is arranged on blacktop I 4 top, space coagulation
Native pervious bed 2 is arranged on the top of filter layer 3, and undisguised material porous pavement 1 is arranged on the top of space concrete permeable layer 2, glass
Glass sliver 8 is arranged in damping, buffering plate 7.
Rammed earth layer 12 is tamped soil matrix using element soil, it is ensured that the stability and stationarity of road structure, strengthens roadbed
Intensity, graded broken stone 11 has stronger hardness, and graded broken stone 11 is laid on the top of rammed earth layer 12, improves the hard of roadbed
Degree, when vehicle is by road surface, road surface will not sink；Load on the mainly carrying road of water stability detritus layer 10, secondly
Improve water stabilizing, prevent underground water from rising and being oozed under surface water；The material of stopping area 9 is high-strength polyethylene, and intensity is high,
It can effectively prevent the plant roots of underground from poking permeable road structure, it is ensured that the integrality of permeable road structure structure, extend
The service life of permeable road structure；Corrugated damping, buffering plate 7 has good damping and cushioning effect, passes through in vehicle
When, corrugated damping, buffering plate 7 will carry out damping, buffering, improve the stability of vehicle traveling；The one side of glass sliver 8, which has, to be subtracted
The effect of shake, improves the stationarity of vehicle traveling, on the other hand has good freeze proof and heat-insulating property, it is ensured that roadbed will not be frozen
It is bad；Undisguised material porous pavement 1 and space concrete permeable layer 2 has good water penetration, it is ensured that the water on road surface will go into
In roadbed, it is ensured that water will not be saved bit by bit on road surface, vehicle and pedestrian being capable of proper flows；When water is entered in roadbed, in needle spikesedge herb
Layer 6 interception under, it is ensured that water will not further under ooze, water will from the two sides of ox hair carpet veneer 6 outflow, it is ensured that current freely divide
Dissipate, roadbed will not be destroyed.Suppress and form between each Rotating fields of permeable road structure, Stability Analysis of Structures, service life is long.
Embodiment two：
Illustrate present embodiment with reference to Fig. 1, present embodiment is described further to embodiment one, described mistake
The material of filtering layer 3 is fine sand, and its thickness is 20mm, good filtration effect, it is ensured that debris is not entered in roadbed.
Embodiment three：
Illustrate present embodiment with reference to Fig. 1, present embodiment is described further to embodiment one, and described subtracts
The cross section undulate of buffer board 7 is shaken, the material of damping, buffering plate 7 is rigid plastics.
Embodiment four：
Illustrate present embodiment with reference to Fig. 1, present embodiment is described further to embodiment one, described resistance
The material of root layer 9 is high-strength polyethylene.
Embodiment five：
Illustrate present embodiment with reference to Fig. 1, present embodiment is described further to embodiment one, described institute
Water stability detritus 10 particle diameter of layer stated are 30 millimeters.
Certainly, described above is not limitation of the utility model, and the utility model is also not limited to the example above, this skill
The variations, modifications, additions or substitutions that the those of ordinary skill in art field is made in essential scope of the present utility model, also belong to
In protection domain of the present utility model.
Claims (5)
1. a kind of permeable road structure, including undisguised material porous pavement (1), space concrete permeable layer (2), filter layer (3), drip
Blue or green supercrust I (4), blacktop II (5), ox hair carpet veneer (6), damping, buffering plate (7), glass sliver (8), stopping area (9),
Water stability detritus layer (10), graded broken stone layer (11) and rammed earth layer (12), it is characterised in that：Described graded broken stone (11) is set
The top that layer (12) is tamped on element is put, water stability detritus layer (10) is arranged on the top of graded broken stone layer (11), and stopping area (9) is set
Put in the top of water stability detritus layer (10), the bottom surface of damping, buffering plate (7) is in contact with stopping area (9), the bottom of ox hair carpet veneer (6)
Face is arranged on the upper surface of damping, buffering plate (7), and blacktop II (5) is arranged on the top of ox hair carpet veneer (6), bituminous paving
Layer I (4) is arranged on the top of blacktop II (5), and filter layer (3) is arranged on the top of blacktop I (4), and space is mixed
Solidifying soil pervious bed (2) is arranged on the top of filter layer (3), undisguisedly expects that porous pavement (1) is arranged on space concrete permeable layer (2)
Top, glass sliver (8) is arranged in damping, buffering plate (7).
2. a kind of permeable road structure according to claim 1, it is characterised in that：The material of described filter layer (3) is
Fine sand, its thickness is 20mm.
3. a kind of permeable road structure according to claim 1, it is characterised in that：The horizontal stroke of described damping, buffering plate (7)
Section undulate, the material of damping, buffering plate (7) is rigid plastics.
4. a kind of permeable road structure according to claim 1, it is characterised in that：The material of described stopping area (9) is
High-strength polyethylene.
5. a kind of permeable road structure according to claim 1, it is characterised in that：Described water stability detritus layer (10) particle diameter
For 30 millimeters.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720062502.6U CN206418364U (en) | 2017-01-11 | 2017-01-11 | A kind of permeable road structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720062502.6U CN206418364U (en) | 2017-01-11 | 2017-01-11 | A kind of permeable road structure |
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| Publication Number | Publication Date |
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| CN206418364U true CN206418364U (en) | 2017-08-18 |
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ID=59572902
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| CN201720062502.6U Active CN206418364U (en) | 2017-01-11 | 2017-01-11 | A kind of permeable road structure |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108677715A (en) * | 2018-05-30 | 2018-10-19 | 刘刚 | A kind of highway bridge subgrade and pavement and its construction method |
| CN108978469A (en) * | 2018-07-19 | 2018-12-11 | 江苏中路工程技术研究院有限公司 | A kind of paving structure and preparation method thereof of orthotropic plate rigidity enhancing |
| CN115198584A (en) * | 2022-06-01 | 2022-10-18 | 吉林市市政建设集团有限公司 | Roadbed laying method for frost heaving soil |
-
2017
- 2017-01-11 CN CN201720062502.6U patent/CN206418364U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108677715A (en) * | 2018-05-30 | 2018-10-19 | 刘刚 | A kind of highway bridge subgrade and pavement and its construction method |
| CN108677715B (en) * | 2018-05-30 | 2019-08-27 | 刘刚 | A kind of highway bridge subgrade and pavement and its construction method |
| CN108978469A (en) * | 2018-07-19 | 2018-12-11 | 江苏中路工程技术研究院有限公司 | A kind of paving structure and preparation method thereof of orthotropic plate rigidity enhancing |
| CN115198584A (en) * | 2022-06-01 | 2022-10-18 | 吉林市市政建设集团有限公司 | Roadbed laying method for frost heaving soil |
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