CN208038962U - A kind of anti-ponding road surface - Google Patents
A kind of anti-ponding road surface Download PDFInfo
- Publication number
- CN208038962U CN208038962U CN201721752415.XU CN201721752415U CN208038962U CN 208038962 U CN208038962 U CN 208038962U CN 201721752415 U CN201721752415 U CN 201721752415U CN 208038962 U CN208038962 U CN 208038962U
- Authority
- CN
- China
- Prior art keywords
- road surface
- rhone
- supercrust
- ponding
- layer
- 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
- 238000003491 array Methods 0.000 claims abstract description 5
- 239000010426 asphalt Substances 0.000 claims description 11
- 239000010410 layer Substances 0.000 claims description 11
- 239000004568 cement Substances 0.000 claims description 8
- 239000002184 metal Substances 0.000 claims description 8
- 235000008733 Citrus aurantifolia Nutrition 0.000 claims description 4
- 235000011941 Tilia x europaea Nutrition 0.000 claims description 4
- 238000005553 drilling Methods 0.000 claims description 4
- 239000004571 lime Substances 0.000 claims description 4
- 239000002893 slag Substances 0.000 claims description 4
- 239000002344 surface layer Substances 0.000 claims 1
- 230000000694 effects Effects 0.000 abstract description 4
- 230000008901 benefit Effects 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 241000397426 Centroberyx lineatus Species 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
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 is related to municipal works technical fields, more particularly to a kind of anti-ponding road surface, including supercrust and ground layer, leakage hole of the supercrust equipped with multiple arrays arrangement, rhone is additionally provided between the supercrust and ground layer, the leakage hole is connected with rhone.The anti-ponding road surface includes supercrust and ground layer, the supercrust is equipped with the leakage hole of multiple arrays arrangement, rhone is additionally provided between the supercrust and ground layer, the leakage hole is connected with rhone, when there is ponding on road surface, since road surface is higher than rhone, so ponding can be entered rhone and is discharged by leakage hole, even if road slope design is smaller, or road surface is crushed out of shape, as long as road surface is higher than rhone, so that it may ponding is smoothly discharged, to achieve the effect that anti-ponding.
Description
Technical field
The utility model is related to municipal works technical field more particularly to a kind of anti-ponding road surfaces.
Background technology
Certain gradient can be generally arranged for anti-ponding in present municipal road surface, and intermediate high both sides are low, flow automatically from
Centre flows to road surface both sides, and road surface both sides are equipped with the flow guiding structures such as sewer again, too small, the Huo Zhelu of road slope design sometimes
After face is crushed out of shape or easy ponding, the normal pass of people and vehicle is influenced, is had much room for improvement.
Utility model content
The purpose of this utility model is to provide a kind of leaks faster, is not easy the anti-ponding road surface of ponding.
The utility model is realized in this way：A kind of anti-ponding road surface, including supercrust and ground layer, the supercrust are set
The leakage hole for having multiple array arrangements, is additionally provided with rhone, the leakage hole and rhone between the supercrust and ground layer
It is connected.
Wherein, the supercrust is floor tile, and the floor tile is equipped with leakage hole, and the floor tile bottom is additionally provided with rhone.
Wherein, the rhone is swallow tail shaped slot.
Wherein, the supercrust is floor tile, and the floor tile is equipped with leakage hole, and the ground layer surface is equipped with rhone,
The leakage hole is corresponding with draining groove location.
Wherein, the supercrust is asphalt pavement layer, and level is equipped with water conservancy diversion between the asphalt pavement layer and ground layer
Pipe is drilled on the asphalt pavement layer and punches diversion pipe, and the drilling forms leakage hole, and the diversion pipe forms row
Sink.
Wherein, the drill hole also indwelling has plastic tube or metal tube, the plastic tube or metal tube tail end to be sharpened, shape
Forming V-shape.
Wherein, a diameter of 5mm-15mm of the leakage hole.
Wherein, a diameter of 20mm-40mm of the diversion pipe.
Wherein, the ground layer includes cement gravel mixed layer, cement and lime mixed layer and slag layer successively from the top down.
Wherein, the rhone is connected with the sewer mouth on road surface both sides.
The beneficial effects of the utility model are：The anti-ponding road surface includes supercrust and ground layer, and the supercrust is set
The leakage hole for having multiple array arrangements, is additionally provided with rhone, the leakage hole and rhone between the supercrust and ground layer
It is connected, when there is ponding on road surface, since road surface is higher than rhone, so ponding can enter rhone by leakage hole side by side
Go out, even if road slope designs smaller or road surface and is crushed out of shape, as long as road surface is higher than rhone, so that it may be accumulated with smooth discharge
Water, to achieve the effect that anti-ponding.
Description of the drawings
Fig. 1 is the overall structure diagram on anti-ponding road surface described in the utility model；
Fig. 2 is the cross-sectional view of anti-ponding road surface embodiment one described in the utility model；
Fig. 3 is the cross-sectional view of anti-ponding road surface embodiment two described in the utility model.
Wherein, 1, supercrust；11, leakage hole；12, floor tile；13, asphalt pavement layer；；2, ground layer；21, cement gravel is mixed
Close layer；22, cement and lime mixed layer；23, slag layer；3, rhone；4, diversion pipe；5, plastic tube.
Specific implementation mode
In order to make the purpose of the utility model, technical solutions and advantages more clearly understood, below in conjunction with attached drawing and implementation
Example, the present invention will be further described in detail.It should be appreciated that specific embodiment described herein is only used to explain
The utility model is not used to limit the utility model.
As the embodiment one on anti-ponding road surface described in the utility model, as depicted in figs. 1 and 2, including supercrust 1 and ground
Base 2, the supercrust 1 are equipped with the leakage hole 11 of multiple arrays arrangement, the row of being additionally provided between the supercrust 1 and ground layer 2
Sink 3, the leakage hole 11 are connected with rhone 3.
In the present embodiment, the supercrust 1 is floor tile 12, and the floor tile 12 is equipped with leakage hole 11, the floor tile 12
Bottom is additionally provided with rhone 3.The rhone 3 is swallow tail shaped slot, and bottom opening is small, and 2 material of ground layer enters rhone 3
Chance becomes smaller, and benefit is that 3 space of rhone is not easy to be occupied, it is not easy to block, and intensity is ensured, be not easy disconnected from middle part
It splits.
In the present embodiment, the ground layer 2 includes cement gravel mixed layer 21, cement and lime mixing successively from the top down
Layer 22 and slag layer 23, have many advantages, such as it is hard, be unlikely to deform, be not easy it is permeable, be not easy by flowing water erosion.
In the present embodiment, the rhone 3 is connected with the sewer mouth on road surface both sides, solves the final whereabouts of ponding
Problem.
The anti-ponding road surface includes supercrust 1 and ground layer 2, and the supercrust 1 is equipped with the leak of multiple arrays arrangement
Hole 11 is additionally provided with rhone 3 between the supercrust 1 and ground layer 2, the leakage hole 11 is connected with rhone 3, works as road surface
When having ponding, since road surface is higher than rhone 3, so ponding can be entered rhone 3 and is discharged by leakage hole 11, even if road surface
Gradient designs smaller or road surface and is crushed out of shape, as long as road surface is higher than rhone 3, so that it may ponding is smoothly discharged, to reach
The effect of anti-ponding.
In another embodiment, the supercrust is floor tile, and the floor tile is equipped with leakage hole, and the ground layer surface is set
There are rhone, the leakage hole corresponding with draining groove location.Discharge structure is arranged on ground layer, rather than road surface
The method of layer, formation is different, but advantageous effect is close.
As the embodiment two on anti-ponding road surface described in the utility model, as shown in figure 3, existing with one difference of embodiment
It is asphalt pavement layer 13 in the supercrust 1, level is equipped with diversion pipe 4 between the asphalt pavement layer 13 and ground layer 2,
It is drilled on the asphalt pavement layer 13 and punches diversion pipe 4, the drilling forms leakage hole 11, the formation of the diversion pipe 4
Rhone 3.
In the present embodiment, since 13 matter of asphalt pavement layer is soft, it is easy high temperature deformation, it is described in order to avoid drilling deforms
Drill hole also indwelling has plastic tube 5 or metal tube, the plastic tube 5 or metal tube tail end to be sharpened, and forms V-arrangement, prevents from moulding
Expects pipe 5 or metal tube are bonded too closely with diversion pipe 4, influence to drain, and after sharpening forming V-shape, ponding can smoothly be flowed from tip
Go out.
In the present embodiment, a diameter of 20mm-40mm of the diversion pipe 4, should be greater than the diameter of leakage hole 11, facilitate modeling
Expects pipe 5 or metal tube are inserted into diversion pipe 4.
In all above embodiment, the diameter of the leakage hole 11 is preferably 5mm-15mm, too big road surface rate of decay
Soon, too little Yi is blocked.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, all at this
All any modification, equivalent and improvement etc., should be included in the utility model made by within the spirit and principle of utility model
Protection domain within.
Claims (3)
1. a kind of anti-ponding road surface, including supercrust and ground layer, which is characterized in that the supercrust is arranged equipped with multiple arrays
Leakage hole, rhone is additionally provided between the supercrust and ground layer, the leakage hole is connected with rhone, the road surface
Layer is asphalt pavement layer, and level is equipped with diversion pipe between the asphalt pavement layer and ground layer, on the asphalt pavement layer
It is drilled and punches diversion pipe, the drilling forms leakage hole, and the diversion pipe forms rhone, the drill hole also indwelling
There are plastic tube or metal tube, the plastic tube or metal tube tail end to be sharpened, forms V-arrangement, the ground layer is from the top down successively
Including cement gravel mixed layer, cement and lime mixed layer and slag layer, the rhone is connected with the sewer mouth on road surface both sides
It is logical.
2. anti-ponding road surface according to claim 1, which is characterized in that a diameter of 5mm-15mm of the leakage hole.
3. anti-ponding road surface according to claim 1, which is characterized in that a diameter of 20mm-40mm of the diversion pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721752415.XU CN208038962U (en) | 2017-12-13 | 2017-12-13 | A kind of anti-ponding road surface |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721752415.XU CN208038962U (en) | 2017-12-13 | 2017-12-13 | A kind of anti-ponding road surface |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208038962U true CN208038962U (en) | 2018-11-02 |
Family
ID=63958714
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721752415.XU Expired - Fee Related CN208038962U (en) | 2017-12-13 | 2017-12-13 | A kind of anti-ponding road surface |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208038962U (en) |
-
2017
- 2017-12-13 CN CN201721752415.XU patent/CN208038962U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181102 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |