CN207452627U - A kind of water penetration urban roadbed - Google Patents
A kind of water penetration urban roadbed Download PDFInfo
- Publication number
- CN207452627U CN207452627U CN201820132187.4U CN201820132187U CN207452627U CN 207452627 U CN207452627 U CN 207452627U CN 201820132187 U CN201820132187 U CN 201820132187U CN 207452627 U CN207452627 U CN 207452627U
- Authority
- CN
- China
- Prior art keywords
- layer
- water
- reinforcing rib
- drainage blanket
- water penetration
- 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
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Abstract
The utility model discloses a kind of water penetration urban roadbeds, including track, the both-side ends of the track are equipped with roadbed stone, the lower end of the track is equipped with bitumen layer, the both-side ends of the bitumen layer are equipped with collection water layer, the lower end of the bitumen layer is equipped with concrete layer, the lower end of the concrete layer is equipped with stress absorbing layer, the lower end of the stress absorbing layer is equipped with reinforcing rib, the both-side ends of the reinforcing rib, and drainage blanket is equipped at left and right sides of the bottom of stress absorbing layer, the Basolateral of the drainage blanket is equipped with discharge outlet, the lower end of the reinforcing rib is equipped with sandy soil layer, the lower end of the sandy soil layer is equipped with ground layer, the reinforcing rib runs through drain bar, the drainage blanket is internally provided with into water through hole.The water penetration urban roadbed, structure are simplified, and design is reasonable, convenient in the bad pavement usage of water penetration, cost is low, is suitble to be widely popularized utilization.
Description
Technical field
The utility model belongs to city roadbed technical field, and in particular to a kind of water penetration urban roadbed.
Background technology
Urban planning and construction will consider, on naturally influencing, not break natural system more in each details.Promote city
Limited rainwater to be paid the utmost attention to stay during city's road surface drainage, pays the utmost attention to more utilize elements draining.
What urban engineering project generally used among road reformation simply replace asphalt pavement surface layer, by cross fall from
The extra moisture of right dissipation, when asphalt pavement surface layer water suction saturation can not rapidly be permeated downwards, formation is substantial amounts of long-pending on the whole
Water can make water freeze when winter temperature is low, make road surface more sliding or even can damage tile work by volume expansion, cause road surface wet
Sliding, people's inconvenient walking will solve problems and cannot rely on natural evaporation or saturation to scatter this method from most top surface, Ying Congzao
With regard to carrying out dissipation before into surface gathered water.
Utility model content
The purpose of this utility model is to provide a kind of water penetration urban roadbed, to solve to carry in above-mentioned background technology
The problem of going out.
To achieve the above object, the utility model provides following technical solution：A kind of water penetration urban roadbed, including
Track, the both-side ends of the track are equipped with roadbed stone, and the lower end of the track is equipped with bitumen layer, the drip
The both-side ends of cyan layer are equipped with collection water layer, and the lower end of the bitumen layer is equipped with concrete layer, and the lower end of the concrete layer is equipped with
Stress absorbing layer, the lower end of the stress absorbing layer are equipped with reinforcing rib, the both-side ends of the reinforcing rib, and stress absorbing layer
Drainage blanket is equipped at left and right sides of bottom, the Basolateral of the drainage blanket is equipped with discharge outlet, and the lower end of the reinforcing rib is equipped with sand
Soil layer, the lower end of the sandy soil layer are equipped with ground layer, and the reinforcing rib runs through drain bar, and the drainage blanket is internally provided with into water
Through hole.
Preferably, the top and bottom of the collection water layer is equipped with through-hole groove, and the length for collecting water layer upper end is more than bottom
Length.
Preferably, the concrete layer uses base made of dank material with stress absorbing layer.
Preferably, the both-side ends of the drain bar are fixedly connected with entering water through hole on the inside of the drainage blanket of both sides.
Preferably, the top of the drainage blanket is equipped with through-hole groove with bottom, and the length of drainage blanket upper end is more than bottom
Length.
Preferably, the surface of the reinforcing rib is coated with epoxy resin etch resistant layer.
The technique effect and advantage of the utility model：The water penetration urban roadbed, structure are simplified, and design is reasonable, just
In in the bad pavement usage of water penetration, cost is low, is suitble to be widely popularized utilization.
Description of the drawings
Fig. 1 is the structure diagram of the utility model；
Fig. 2 is the utility model drain bar sectional view；
Fig. 3 enters water through hole sectional view for the utility model.
In figure：1 track, 2 roadbed stones, 3 bitumen layers, 4 collection water layers, 5 concrete layers, 6 stress absorbing layers, 7 reinforcing ribs,
8 drainage blankets, 9 discharge outlet, 10 sandy soil layers, 11 ground layers, 12 drain bars, 13 enter water through hole.
Specific embodiment
The following is a combination of the drawings in the embodiments of the present utility model, and the technical scheme in the embodiment of the utility model is carried out
It clearly and completely describes, it is clear that the described embodiments are only a part of the embodiments of the utility model rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are without making creative work
All other embodiments obtained shall fall within the protection scope of the present invention.
The utility model provides a kind of water penetration urban roadbed as shown in Figs. 1-3, including track 1, institute
The both-side ends for stating track 1 are equipped with roadbed stone 2, and the lower end of the track 1 is equipped with bitumen layer 3, the bitumen layer 3
Both-side ends are equipped with collection water layer 4, and the lower end of the bitumen layer 3 is equipped with concrete layer 5, and the lower end of the concrete layer 5 is equipped with should
Power absorbed layer 6, the lower end of the stress absorbing layer 6 are equipped with reinforcing rib 7, the both-side ends of the reinforcing rib 7, and stress absorption
It is equipped with drainage blanket 8 at left and right sides of the bottom of layer 6, the Basolateral of the drainage blanket 8 is equipped with discharge outlet 9, under the reinforcing rib 7
End is equipped with sandy soil layer 10, and the lower end of the sandy soil layer 10 is equipped with ground layer 11, and the reinforcing rib 7 runs through drain bar 12, the row
Water layer 8 is internally provided with into water through hole 13.
Specifically, the top and bottom of the collection water layer 4 is equipped with through-hole groove, and the length for collecting 4 upper end of water layer is more than bottom
The length at end.
Specifically, the concrete layer 5 uses base made of dank material with stress absorbing layer 6.
Specifically, the both-side ends of the drain bar 12 enter water through hole 13 with the inside of both sides drainage blanket 8 fixes company
It connects.
Specifically, the top of the drainage blanket 8 is equipped with through-hole groove with bottom, and the length of 8 upper end of drainage blanket is more than bottom
The length at end.
Specifically, the surface of the reinforcing rib 7 is coated with epoxy resin etch resistant layer.
The water penetration urban roadbed, by installing collection water layer 4 additional in the lower end of roadbed stone 2, when track 1 has ponding
When can enter to collect the bottom of water layer 4 by collecting water layer 4 by ponding water conservancy diversion, the bottom of collection water layer 4 is connected to the mixed of good water permeability
Solidifying soil layer 5 and stress absorbing layer 6 can will collect the ponding water conservancy diversion of 4 upper end of water layer in the inside of drainage blanket 8, when concrete layer 5 with should
Having ponding inside power absorbed layer 6 makes to be flowed by ponding in reinforcing rib 7, in the effect of 7 outside drain bar 12 of reinforcing rib
Under, ponding is by water conservancy diversion into drainage blanket 8, and under the action of 8 outside discharge outlet 9 of drainage blanket, ponding is flowed rapidly into works as in drainage
In, the water penetration urban roadbed, structure is simplified, and design is reasonable, convenient in the bad pavement usage of water penetration, cost
It is low, it is suitble to be widely popularized utilization.
Finally it should be noted that：The above is only the preferred embodiment of the utility model only, is not limited to this
Utility model, although the utility model is described in detail with reference to the foregoing embodiments, for those skilled in the art
For, it can still modify to the technical solution recorded in foregoing embodiments or to which part technical characteristic
Equivalent substitution is carried out, within the spirit and principle of the utility model, any modifications, equivalent replacements and improvements are made,
It should be included within the scope of protection of this utility model.
Claims (6)
1. a kind of water penetration urban roadbed, including track (1), it is characterised in that：The both sides of the track (1)
End is equipped with roadbed stone (2), and the lower end of the track (1) is equipped with bitumen layer (3), the both-side ends of the bitumen layer (3)
Equipped with collection water layer (4), the lower end of the bitumen layer (3) is equipped with concrete layer (5), and the lower end of the concrete layer (5) is equipped with should
Power absorbed layer (6), the lower end of the stress absorbing layer (6) is equipped with reinforcing rib (7), the both-side ends of the reinforcing rib (7), and answers
Drainage blanket (8) is equipped at left and right sides of the bottom of power absorbed layer (6), the Basolateral of the drainage blanket (8) is equipped with discharge outlet (9),
The lower end of the reinforcing rib (7) is equipped with sandy soil layer (10), and the lower end of the sandy soil layer (10) is equipped with ground layer (11), the reinforcement
Muscle (7) runs through drain bar (12), and the drainage blanket (8) is internally provided with into water through hole (13).
2. a kind of water penetration urban roadbed according to claim 1, it is characterised in that：The top of the collection water layer (4)
Portion is equipped with through-hole groove with bottom, and the length for collecting water layer (4) upper end is more than the length of bottom.
3. a kind of water penetration urban roadbed according to claim 1, it is characterised in that：The concrete layer (5) with
Stress absorbing layer (6) uses base made of dank material.
4. a kind of water penetration urban roadbed according to claim 1, it is characterised in that：The two of the drain bar (12)
Side end is fixedly connected with entering water through hole (13) on the inside of both sides drainage blanket (8).
5. a kind of water penetration urban roadbed according to claim 1, it is characterised in that：The top of the drainage blanket (8)
End is equipped with through-hole groove with bottom, and the length of drainage blanket (8) upper end is more than the length of bottom.
6. a kind of water penetration urban roadbed according to claim 1, it is characterised in that：The table of the reinforcing rib (7)
Face is coated with epoxy resin etch resistant layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820132187.4U CN207452627U (en) | 2018-01-26 | 2018-01-26 | A kind of water penetration urban roadbed |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820132187.4U CN207452627U (en) | 2018-01-26 | 2018-01-26 | A kind of water penetration urban roadbed |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207452627U true CN207452627U (en) | 2018-06-05 |
Family
ID=62275950
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820132187.4U Expired - Fee Related CN207452627U (en) | 2018-01-26 | 2018-01-26 | A kind of water penetration urban roadbed |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207452627U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108842561A (en) * | 2018-06-22 | 2018-11-20 | 宁夏荣光电力工程有限公司 | A kind of construction method of anticracking drainage road |
-
2018
- 2018-01-26 CN CN201820132187.4U patent/CN207452627U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108842561A (en) * | 2018-06-22 | 2018-11-20 | 宁夏荣光电力工程有限公司 | A kind of construction method of anticracking drainage road |
| CN108842561B (en) * | 2018-06-22 | 2020-05-12 | 宁夏荣光电力工程有限公司 | Construction method of anti-cracking drainage road |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180605 Termination date: 20210126 |