CN206396651U - A kind of pervious concrete road - Google Patents
A kind of pervious concrete road Download PDFInfo
- Publication number
- CN206396651U CN206396651U CN201720031927.0U CN201720031927U CN206396651U CN 206396651 U CN206396651 U CN 206396651U CN 201720031927 U CN201720031927 U CN 201720031927U CN 206396651 U CN206396651 U CN 206396651U
- Authority
- CN
- China
- Prior art keywords
- pervious concrete
- layer
- brick
- water channel
- reinforcement
- 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
Landscapes
- Road Paving Structures (AREA)
Abstract
The utility model discloses a kind of pervious concrete road, including ground layer, the upper end of the ground layer is waterproof layer, the upper end of the waterproof layer is sand stone layer, drainage is provided with inside the sand stone layer, the upper end of the sand stone layer is pervious concrete layer, the inside of the pervious concrete layer is provided with triangle reinforcement, the pervious concrete layer be provided with jagged first water channel, spread pervious concrete fragment of brick in the upper end of the pervious concrete layer, the outer ring of the pervious concrete fragment of brick is provided with framework, four corners of the framework are equipped with L-shaped reinforcement, the inside of the framework is provided with the pervious concrete brick heart.The pervious concrete road, can not only draining by the structure of pervious concrete fragment of brick, moreover it is possible to filter some impurity, prevent debris from blocking the pervious concrete layer of lower floor.By the structure of pervious concrete layer, the structure of road can be strengthened, current can be more dredged.
Description
Technical field
The utility model is related to technical field of transportation, specially a kind of pervious concrete road.
Background technology
With the development of China's Urbanization Construction, urban road is progressively by reinforced concrete building, Large Infrastructure Projects, each
Kind fluid-tight place and the concrete road surface of water penetration extreme difference are covered, in the same of people's offer economic benefit and quality of life
When, also bring many negative effects to environment, wherein the urban road on permeable road surface with its ecological, environmental protection advantage gradually
Promoted, permeable road surface is for preventing urban waterlogging, recharge of groundwater and ensureing water quality, improvement urban Heat Environment and suction
Tool plays a very important role in terms of sound noise reduction, while because it has good seepage of water and moisture retention, both having taken into account mankind's activity
For the use requirement of hardened ground, and it can mitigate through self performance close to the ecological dominance on natural lawn and soil ground
To the destructiveness of the Nature, the living environment of the animals and plants below pervious concrete pavement and microorganism is set to obtain well
Protection, so as to further ensure the good ecological environment in city, but road water permeable ability is limited at present, draining not in time,
The easy ponding when running into the rainy day, hinders the traffic in city, and a large amount of rainwater penetrate into base, and etch base easily makes its aging
Cracking.Therefore we have proposed a kind of pervious concrete road.
Utility model content
The purpose of this utility model is to provide a kind of pervious concrete road, to solve what is proposed in above-mentioned background technology
Problem.
To achieve the above object, the utility model provides following technical scheme：A kind of pervious concrete road, including ground
Layer, the upper end of the ground layer is waterproof layer, and the upper end of the waterproof layer is to be provided with draining inside sand stone layer, the sand stone layer
Road, the upper end of the sand stone layer is pervious concrete layer, and the inside of the pervious concrete layer is provided with triangle reinforcement, described
Pervious concrete layer is provided with jagged first water channel, and the upper end of the pervious concrete layer spreads pervious concrete fragment of brick,
The outer ring of the pervious concrete fragment of brick is provided with framework, and four corners of the framework are equipped with L-shaped reinforcement, the framework
Inside be provided with the pervious concrete brick heart, four corners of the pervious concrete brick heart are equipped with L-shaped reinforcement, described
Water coagulation cob brick is intracardiac to be provided with zigzag reinforcement, and the pervious concrete brick is intracardiac to be provided with jagged second water channel.
It is preferred that, the rough surface of the triangle reinforcement, L-shaped reinforcement and zigzag reinforcement.
It is preferred that, the sand stone layer is equipped with the natural gravel that particle diameter is 30~40mm.
It is preferred that, a height of 480X95X50mm of length and width of the pervious concrete fragment of brick.
It is preferred that, the inner wall coarse of first water channel and the second water channel is uneven, and jagged angle of inclination is 120 degree,
The diameter very little of first water channel and the second water channel, first water channel is irregularly closely spaced in pervious concrete layer
Interior, second water channel is irregularly closely spaced intracardiac in pervious concrete brick.
Compared with prior art, the beneficial effects of the utility model are：The pervious concrete road, passes through pervious concrete
The structure of fragment of brick, can not only draining, moreover it is possible to filters some impurity, prevents debris from blocking the pervious concrete layer of lower floor.Pass through
The structure of pervious concrete layer, can strengthen the structure of road, can more dredge current, by the structure of sand stone layer, can be right
The water flow down slows down, and adds the service life of waterproof layer.
Brief description of the drawings
Fig. 1 is the utility model structure schematic cross-sectional view；
Fig. 2 is the utility model structure schematic cross-sectional view；
Fig. 3 is the utility model structure pervious concrete fragment of brick schematic cross-sectional view.
In figure：1 ground layer, 2 waterproof layers, 3 sand stone layers, 4 pervious concrete layers, 5 triangle reinforcements, 6 pervious concretes
Fragment of brick, 7 drainage, 8 first water channels, 9 second water channels, 61L shapes reinforcement, 62 frameworks, the 63 pervious concrete brick hearts, 64 zigzags
Reinforcement.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is carried out
Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of the utility model, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment obtained, belongs to the scope of the utility model protection.
Fig. 1-3 are referred to, the utility model provides a kind of technical scheme：A kind of pervious concrete road, including ground layer
1, ground layer 1 is subject to superstructure load influence basis.The upper end of the ground layer 1 be waterproof layer 2, waterproof layer 2 be in order to
The water erosion ground layer 1 that isolation top flows down, protects ground layer 1, the upper end of the waterproof layer 2 is sand stone layer 3, sand stone layer 3
It is to slow down the water velocity that top flows down, slow down impact of the current to waterproof layer 2, add the use longevity of waterproof layer 2
Life, the sand stone layer 3 is equipped with the natural gravel that particle diameter is 30~40mm, can effectively slow down the speed of current by stone
Degree.The inside of sand stone layer 3 is provided with drainage 7, and drainage 7 is the water remittance for flowing down top in order to dredge the water flow down
Gather in drainage 7, do not result in waterlogging, the upper end of the sand stone layer 3 is pervious concrete layer 4, and pervious concrete layer 4 can
The moisture flowed down from pervious concrete fragment of brick 6 is effectively discharged, the inside of the pervious concrete layer 4 is strengthened provided with triangle
Muscle 5, pervious concrete layer 4 can be reinforced by triangle reinforcement 5, add the service life of pervious concrete layer 4 and strong
Degree, the pervious concrete layer 4 be provided with jagged first water channel 8, the first water channel 8 in order to discharge the water that top flows down,
Pervious concrete fragment of brick 6 is spread in the upper end of the pervious concrete layer 4, can not only be kept down by pervious concrete fragment of brick 6
The cleaning of layer pervious concrete layer 4, additionally it is possible to bear load, strengthens the service life of pervious concrete layer 4, described permeable mixed
The a height of 480X95X50mm of length and width of solidifying cob brick block 6.The outer ring of the pervious concrete fragment of brick 6 is provided with framework 62, and framework 62 can
Strengthen the structure of pervious concrete fragment of brick 6, the toughness of increase pervious concrete fragment of brick 6, four corners of the framework 62 are equal
Provided with L-shaped reinforcement 61, L-shaped reinforcement 61 is capable of the structure of reinforced frame 62, and the inside of the framework 62 is provided with permeable coagulation
The cob brick heart 63, the pervious concrete brick heart 63 can draining heat absorption, four corners of the pervious concrete brick heart 63 are equipped with L
Zigzag reinforcement 64 is provided with shape reinforcement 61, the pervious concrete brick heart 63, the triangle reinforcement 5, L-shaped are strengthened
The rough surface of muscle 61 and zigzag reinforcement 64, L-shaped reinforcement 61 and zigzag reinforcement 64 are provided to strengthen permeable mixed
The structure of solidifying cob brick block 6.Jagged second water channel 9 is provided with the pervious concrete brick heart 63, is realized by the second water channel 9
Draining, the inner wall coarse of the water channel 9 of the first water channel 8 and second is uneven, can slow down the flow velocity of water.Jagged angle of inclination
For 120 degree, the diameter very little of the water channel 9 of the first water channel 8 and second, first water channel 8 is irregularly closely spaced saturating
In water coagulation soil layer 4, second water channel 9 is irregularly closely spaced in the pervious concrete brick heart 63.
Operation principle：When laying pervious concrete road, first ground layer 1 is accomplished fluently, one layer is spread on the top of ground layer 1
Waterproof layer 2, sand stone layer 3 is laid on the top of waterproof layer 2, and drainage 7 is reserved in sand stone layer 3, is laid on the top of sand stone layer 3
Pervious concrete layer 4, one layer of pervious concrete fragment of brick 6 is spread in the upper end of pervious concrete layer 4, when laying, when raining, rainwater
Just pervious concrete layer 4 being flowed to from pervious concrete fragment of brick 6 and entering sand stone layer 3, flowing water is slowed down, is entering drainage
In 7.
While there has been shown and described that embodiment of the present utility model, for the ordinary skill in the art,
It is appreciated that these embodiments can be carried out in the case where not departing from principle of the present utility model and spirit a variety of changes, repaiies
Change, replace and modification, scope of the present utility model is defined by the appended claims and the equivalents thereof.
Claims (5)
1. a kind of pervious concrete road, including ground layer (1), it is characterised in that：The upper end of the ground layer (1) is waterproof layer
(2), the upper end of the waterproof layer (2) is to be provided with drainage (7), the sand stone layer inside sand stone layer (3), the sand stone layer (3)
(3) upper end is pervious concrete layer (4), and the inside of the pervious concrete layer (4) is provided with triangle reinforcement (5), described
Pervious concrete layer (4) is provided with jagged first water channel (8), and the upper end of the pervious concrete layer (4) spreads permeable mixed
Solidifying cob brick block (6), the outer ring of the pervious concrete fragment of brick (6) is provided with framework (62), four corners of the framework (62)
L-shaped reinforcement (61) is equipped with, the inside of the framework (62) is provided with the pervious concrete brick heart (63), the pervious concrete brick
Four corners of the heart (63) are equipped with L-shaped reinforcement (61), the pervious concrete brick heart (63) to be strengthened provided with zigzag
Jagged second water channel (9) is provided with muscle (64), the pervious concrete brick heart (63).
2. a kind of pervious concrete road according to claim 1, it is characterised in that：The triangle reinforcement (5), L
The rough surface of shape reinforcement (61) and zigzag reinforcement (64).
3. a kind of pervious concrete road according to claim 1, it is characterised in that：The sand stone layer (3) is equipped with grain
Footpath is 30~40mm natural gravel.
4. a kind of pervious concrete road according to claim 1, it is characterised in that：The pervious concrete fragment of brick (6)
The a height of 480X95X50mm of length and width.
5. a kind of pervious concrete road according to claim 1, it is characterised in that：First water channel (8) and second
The inner wall coarse of water channel (9) is uneven, and jagged angle of inclination is 120 degree, first water channel (8) and the second water channel (9)
Diameter very little, first water channel (8) is irregularly closely spaced in pervious concrete layer (4), and second water channel (9) is no
Rule is closely spaced in the pervious concrete brick heart (63).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720031927.0U CN206396651U (en) | 2017-01-12 | 2017-01-12 | A kind of pervious concrete road |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720031927.0U CN206396651U (en) | 2017-01-12 | 2017-01-12 | A kind of pervious concrete road |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206396651U true CN206396651U (en) | 2017-08-11 |
Family
ID=59513360
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720031927.0U Expired - Fee Related CN206396651U (en) | 2017-01-12 | 2017-01-12 | A kind of pervious concrete road |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206396651U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108396613A (en) * | 2018-03-30 | 2018-08-14 | 嘉兴市规划设计研究院有限公司 | Discharge structure and porous pavement drainage system |
-
2017
- 2017-01-12 CN CN201720031927.0U patent/CN206396651U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108396613A (en) * | 2018-03-30 | 2018-08-14 | 嘉兴市规划设计研究院有限公司 | Discharge structure and porous pavement drainage system |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106759825B (en) | Construction method of sponge urban green land water storage system | |
| CN206294623U (en) | A kind of underground water-permeable device based on sponge city | |
| CN210395596U (en) | Ecological town road in sponge city | |
| CN203049757U (en) | Rainwater draining and collecting system for residential quarter | |
| CN207062672U (en) | A kind of permeable pavement structure | |
| CN206635928U (en) | A kind of sponge city filter structure | |
| CN204570404U (en) | A kind of permeable road structure in environmental protection gardens with rhone | |
| CN109338839B (en) | Urban seepage storage system for recycling construction waste | |
| CN206800113U (en) | A kind of permeable road of ecology garden landscape | |
| CN207582619U (en) | A kind of Rain Garden based on sponge city | |
| CN110130180A (en) | A kind of road road shoulder water draining-collecting pparatus | |
| CN206396651U (en) | A kind of pervious concrete road | |
| CN206971036U (en) | Lawn watering system for sponge city | |
| CN106894491A (en) | A kind of sponge city concave herbaceous field | |
| CN204741963U (en) | A rainwater garden for greenbelt in middle of road | |
| CN204727667U (en) | A kind of biological arresting device for the treatment of rainwater | |
| CN209636585U (en) | A kind of pavement grass planting ditch | |
| CN207210883U (en) | A kind of anti-blocking water storage permeable brick | |
| CN206616661U (en) | A kind of sponge city concave herbaceous field | |
| CN207660067U (en) | Sponge city initial rainwater discarding system | |
| CN207812613U (en) | A kind of sponge type rain flood ejectment system | |
| CN207176431U (en) | A kind of permeable pavement structure based on sponge the idea of the city | |
| CN207469190U (en) | A kind of infitration galleries structure of efficient draining | |
| CN205529776U (en) | Infiltration structure of waterproof road in road surface | |
| CN105350637B (en) | Urban green space subsurface stormwater is regulated and stored device |
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: 20170811 Termination date: 20190112 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |