CN215714343U - Get rid of ponding structure of town road limit portion - Google Patents
Get rid of ponding structure of town road limit portion Download PDFInfo
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- CN215714343U CN215714343U CN202121566842.5U CN202121566842U CN215714343U CN 215714343 U CN215714343 U CN 215714343U CN 202121566842 U CN202121566842 U CN 202121566842U CN 215714343 U CN215714343 U CN 215714343U
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- town road
- accumulated water
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Abstract
The utility model relates to a structure for removing accumulated water at the edge of a town road, which comprises a pavement structure, wherein a rainwater discharge port is arranged on the pavement structure, a longitudinal square ditch is arranged at the edge of the pavement structure, a first waterproof layer is coated on the inner wall of the longitudinal square ditch, a water permeable pipe is arranged in the longitudinal square ditch, the water outlet end of the water permeable pipe is connected with the rainwater discharge port, and a filling layer is arranged above the water permeable pipe. The accumulated water discharging structure disclosed by the utility model occupies small area of the road, can quickly solve the accumulated water problem, and has the advantages of short construction period, low treatment cost and good appearance effect after treatment.
Description
Technical Field
The utility model relates to the technical field of accumulated water removal, in particular to a structure for removing accumulated water on the edge of a town road.
Background
In urban road construction, the asphalt pavement is not smoothly drained in rainy days due to the reasons of smaller longitudinal slope, elevation control, non-uniform settlement after construction and the like, and stagnant water is formed at the side part close to the curb stone, so that the driving safety and the footpath pedestrians are influenced. The existing technical scheme for treating the water accumulated on the road surface is to mill the road surface and then thicken and pave the road surface. The method has large disposal area, needs milling machines, spreading machines, asphalt spreaders, road sealing facilities for temporarily interrupting traffic and the like, has long construction period and high cost investment, and forms large patches on the road surface, thereby having poor appearance effect.
SUMMERY OF THE UTILITY MODEL
Aiming at the problems in the prior art, the utility model provides a structure for removing accumulated water on the edge of a town road, which aims to solve the technical problems in the background art.
In order to achieve the purpose, the utility model provides the following technical scheme: the utility model provides a get rid of ponding structure of town road limit portion, includes the road surface structure, the structural rainwater discharge port that is provided with in road surface, the border position of road surface structure is provided with vertical square ditch, the inner wall coating of vertical square ditch has first waterproof layer, and vertical square ditch is inside to be provided with the pipe of permeating water, and the play water end and the rainwater discharge port of the pipe of should permeating water are connected, and the top of the pipe of permeating water is provided with the filling layer.
Preferably, the infill layer comprises clean macadam and asphalt macadam disposed over the clean macadam.
In a further preferred mode, a cast iron grate is further arranged inside the longitudinal square groove, a water leakage port of the cast iron grate is communicated with the water permeable pipe, and the top end of the cast iron grate is flush with the top end of the asphalt macadam.
In a further preferred manner, the particle size of the clean crushed stone is 0.5-1 cm.
In a further preferred embodiment, the asphalt macadam is laid to a thickness of 3 cm.
In a further preferred aspect, the diameter of the cast iron grates is 10 cm.
In a further preferred embodiment, the diameter of the water permeable tube is 5 cm.
In a further preferred embodiment, the longitudinal square grooves have a width of 10cm and a depth of 10 cm.
Compared with the prior art, the utility model provides a structure for removing accumulated water on the edge of a town road, which has the following beneficial effects:
the accumulated water discharging structure has small occupied area, can quickly solve the problem of accumulated water, has short construction period, low treatment cost and good appearance effect after treatment, and can well discharge the accumulated water through the matching of the cast iron grate, the rainwater discharging port and the water permeable pipe.
Drawings
FIG. 1 is a schematic view showing a structure of a pavement structure, a longitudinal square ditch and a water permeable pipe according to the present invention;
FIG. 2 is a schematic view showing a structure of the present invention in which a longitudinal square trench, a water permeable pipe, clean crushed stone and asphalt crushed stone are fitted;
FIG. 3 is a schematic view showing the fitting structure of the longitudinal square ditches not filled with asphalt macadam, the water permeable pipes, the clean macadam and the cast iron grates according to the present invention.
In the figure: 1. a pavement structure; 2. a longitudinal square groove; 3. a first waterproof layer; 4. a water permeable pipe; 5. cleaning broken stone; 6. asphalt macadam; 7. a cast iron grate.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Example 1:
referring to fig. 1-3, the structure for removing accumulated water on the edge of a town road comprises a pavement structure 1, wherein a rainwater discharge port is arranged on the pavement structure 1, a longitudinal square ditch 2 is arranged at the edge of the pavement structure 1, a first waterproof layer 3 is coated on the inner wall of the longitudinal square ditch 2, a water permeable pipe 4 is arranged inside the longitudinal square ditch 2, the water outlet end of the water permeable pipe 4 is connected with the rainwater discharge port, and a filling layer is arranged above the water permeable pipe 4.
In this embodiment, the infill layer comprises clean macadam 5 and asphalt macadam 6, the asphalt macadam 6 being disposed over the clean macadam 5. Therefore, the pavement can be better paved, and accumulated water can be better seeped and collected.
In this embodiment, a cast iron grate 7 is further arranged inside the longitudinal square ditch 2, a water outlet of the cast iron grate 7 is communicated with the water permeable pipe 4, and the top end of the cast iron grate 7 is flush with the top end of the asphalt macadam 6.
In this embodiment, the particle size of the clean crushed stone 5 is 0.5-1 cm. So that the cleaned crushed stone 5 can be better used.
In this embodiment, the asphalt macadam 6 is laid to a thickness of 3 cm. So that the asphalt macadam 6 can be used better.
In this embodiment, the diameter of the cast iron grate 7 is 10 cm. So that the cast iron grates 7 can be used better.
In this embodiment, the diameter of the permeable tube 4 is 5 cm. So that the permeable tube 4 can be used better.
In this embodiment, the width of the longitudinal square groove 2 is 10cm, and the depth thereof is 10 cm. So that the longitudinal square groove 2 can be better used.
Example 2:
on the basis of the embodiment 1, according to the accumulated water position of the road surface (because the road has a transverse slope, the accumulated water points are generally all on the roadside), measuring the longitudinal elevation, determining the accumulated water range, marking the position with deeper accumulated water, determining the position of the rainwater port at the nearest longitudinal water flowing direction according to the longitudinal slope, in the accumulated water range on the road surface which is close to a roadside curb stone by 10cm, directly connecting a snapping line to the rainwater port, cutting by a road surface cutting machine, excavating an asphalt mixed material layer in the cutting range by using an electric pick to form a longitudinal square ditch 2 which takes the curb side as the outer side and the asphalt road surface as the inner side, wherein the width of the longitudinal square ditch 2 is 10cm and the depth of the longitudinal square ditch is 10cm, in the rainwater port, punching the rainwater port side wall by using an impact drill, the aperture is slightly larger than 5cm, cleaning the inside of the ditch, uniformly brushing a first waterproof layer, namely waterproof paint, and then putting a permeable pipe 4 with the diameter of 5cm into the ditch, the terminal of the permeable pipe 4 is connected into the side wall hole of the gutter inlet. Filling clean crushed stone 5 with the specification of 5-10mm into the top and two sides of the water permeable pipe 4, wherein the thickness of the clean crushed stone is 2cm above the top of the water permeable pipe 4, after the clean crushed stone 5 is filled back, filling the rest 3cm high with water permeable fine particle type asphalt crushed stone 6, leveling with a plate tamper, and keeping the color consistent with the color of the original pavement. And (3) arranging 1-2 cast iron grates 7 at the position where the accumulated water is deep, connecting the water outlets of the cast iron grates 7 with the water permeable pipes 4, and leveling the periphery of the rainwater discharge port. The rainwater discharge port is used for quickly discharging large accumulated water at the edge part, and the blind ditch formed by the longitudinally arranged permeable pipe 4 can enable accumulated water at a shallow part to seep and collect and be discharged into a rainwater port.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (8)
1. The utility model provides a get rid of ponding structure of town road limit portion, includes the road surface structure, the structural rainwater discharge port that is provided with in road surface, its characterized in that, the border position of road surface structure is provided with vertical square ditch, the inner wall coating of vertical square ditch has first waterproof layer, and vertical square ditch is inside to be provided with the pipe of permeating water, and the play water end and the rainwater discharge port of the pipe of should permeating water are connected, and the top of the pipe of permeating water is provided with the filling layer.
2. The structure for removing accumulated water on the edge of a town road as claimed in claim 1, wherein: the filling layer comprises clean macadam and asphalt macadam, and the asphalt macadam is arranged above the clean macadam.
3. The structure for removing accumulated water on the edge of a town road as claimed in claim 2, wherein: and a cast iron grate is also arranged in the longitudinal square ditch, a water leakage port of the cast iron grate is communicated with the water permeable pipe, and the top end of the cast iron grate is flush with the top end of the asphalt macadam.
4. The structure for removing accumulated water on the edge of a town road as claimed in claim 2, wherein: the particle size of the clean macadam is 0.5-1 cm.
5. The structure for removing accumulated water on the edge of a town road as claimed in claim 4, wherein: the paving thickness of the asphalt macadam is 3 cm.
6. The structure for removing accumulated water on the edge of a town road as claimed in claim 3, wherein: the diameter of the cast iron grate is 10 cm.
7. The structure for removing accumulated water on the edge of a town road as claimed in claim 1, wherein: the diameter of the permeable pipe is 5 cm.
8. The structure for removing accumulated water on the edge of a town road as claimed in claim 1, wherein: the width of the longitudinal square groove is 10cm, and the depth of the longitudinal square groove is 10 cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121566842.5U CN215714343U (en) | 2021-07-09 | 2021-07-09 | Get rid of ponding structure of town road limit portion |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121566842.5U CN215714343U (en) | 2021-07-09 | 2021-07-09 | Get rid of ponding structure of town road limit portion |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215714343U true CN215714343U (en) | 2022-02-01 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121566842.5U Active CN215714343U (en) | 2021-07-09 | 2021-07-09 | Get rid of ponding structure of town road limit portion |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215714343U (en) |
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2021
- 2021-07-09 CN CN202121566842.5U patent/CN215714343U/en active Active
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