CN206666965U - A kind of bicycle lane pervious concrete pavement - Google Patents
A kind of bicycle lane pervious concrete pavement Download PDFInfo
- Publication number
- CN206666965U CN206666965U CN201720333694.XU CN201720333694U CN206666965U CN 206666965 U CN206666965 U CN 206666965U CN 201720333694 U CN201720333694 U CN 201720333694U CN 206666965 U CN206666965 U CN 206666965U
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- Prior art keywords
- layer
- pervious concrete
- bicycle lane
- load layer
- full impregnated
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Abstract
The utility model belongs to pavement construction field, and in particular to a kind of bicycle lane pervious concrete pavement.The road surface sequentially consists of bottom load layer, filter layer, upper load layer and concrete topping;The bottom load layer is natural compacting foundation, the filter layer is geotextiles, the filter layer is arranged at intervals multiple grooves, semi-permeable collecting conduit is laid in the groove, the upper load layer includes the enhancement layer and structure sheaf connected from top to down, multiple spaced resistance to compression blocks are provided with the enhancement layer, fixed between the gap of adjacent resistance to compression block by bar frame, the structure sheaf is pervious concrete layer, the concrete topping includes multiple full impregnated water panel bodies poured by pervious concrete, bar-mat reinforcement is laid with the full impregnated water panel body.Its advantage is:Not only water permeability is good, and anti-folding, compression strength are high, are hardly damaged, and prepare and easy for construction, and cost is low, service life length.
Description
Technical field
The utility model belongs to pavement construction field, and in particular to a kind of bicycle lane pervious concrete pavement.
Background technology
Existing urban road largely carries out paving using pitch and fluid-tight concrete, is formed closely
Table, this earth's surface can aggravate city " tropical island effect ", disturbance ecology balance, to be commonly called as " death ground ", to improve this situation,
Gradually use pervious concrete instead and carry out paving in some line cities in China.
China is the country of a water resource critical shortage, although gross amount of water resources, compared with horn of plenty, water resource is not per capita
Foot, it is 13 one of countries of poor-water the most in the world.With the propulsion of urbanization process, shortage of water resources problem is further tight
Weight, existing more than 400 individual urban water supply deficiency of present China, individual city serious water shortage more than 110.
The monsoon climate in China is notable, and summer frequency attacks by heavy rain, and urban waterlogging problem is further serious, on the one hand causes
Economic loss, life inconvenience, on the other hand because rainwater is drained via blow-off line mostly, and the waste pair with water resource.
Utility model content
The purpose of this utility model is to provide a kind of bicycle lane pervious concrete pavement in view of the shortcomings of the prior art,
Not only water permeability is good, and anti-folding, compression strength are high, are hardly damaged, and prepare and easy for construction, and cost is low, service life length,
Have a good application prospect.
To solve the above problems, the utility model adopts the following technical scheme that:
A kind of bicycle lane pervious concrete pavement, the road surface sequentially consist of bottom load layer, filter layer,
Upper load layer and concrete topping;The bottom load layer is natural compacting foundation, and the filter layer is geotextiles, the mistake
Filtering layer is arranged at intervals multiple grooves, and semi-permeable collecting conduit is laid in the groove, and the upper load layer is included from top to down
The enhancement layer and structure sheaf of connection, multiple spaced resistance to compression blocks, the gap of adjacent resistance to compression block are provided with the enhancement layer
Between fixed by bar frame, the structure sheaf is pervious concrete layer, and the concrete topping includes multiple by permeable coagulation
The full impregnated water panel body that soil pours, bar-mat reinforcement, and the full impregnated water panel are laid with the full impregnated water panel body
Body surrounding is correspondingly provided with the attachment structure of mutual cooperation respectively.
On the basis of above-mentioned technical proposal, the utility model can also improve as follows:
Optionally, the peak of the semi-permeable collecting conduit is less than the highest level face of the bottom load layer.
Optionally, the attachment structure for being arranged on the full impregnated water panel body surrounding is centrosymmetric.
Optionally, the rectangular outer frame that the attachment structure is set for full impregnated water panel body surrounding, the periphery of the housing
Provided with multiple arc convex and groove, raised coincide with groove shapes size forms mutual linking, shape between adjacent housing
Into a plurality of permeable seam.
Optionally, multiple tapping pipes are distributed with the upper load layer, and the upper port of multiple tapping pipes is provided with drainage
Mesh sheet.
Optionally, the tapping pipe is mutually fixed by steel nail and the bar frame.
The beneficial effects of the utility model are compared with prior art:
1st, the combination of load layer in bottom of the present utility model and filter layer geotextiles can while the bearing load of top,
Prevent from penetrating into roadbed water or underground water because capillarity rises, so as to preferably maintaining structural stability;Filter layer geotextiles have
There is good water penetration, pass through water flow stationary;Upper load layer can store a part of upper strata infiltration first, work as upper load
The rainwater infiltration speed of layer is higher by when oozing the limit under vertical current, and more rainwater can be focused on semi-permeable collector pipe by level stream
Road.As a result of this water collecting structure, under the rainwater that oozes supplement urban groundwater, unnecessary water is effectively collected, carried
Risen the available reservoir storage in city, alleviated city flood discharge burden, alleviate urban heat land effect, improve city with naturally
The ecological balance.While multiple resistance to compression blocks are provided with the enhancement layer of upper load layer, by bar-mat reinforcement between each resistance to compression block gap
Frame is fixed.So while concrete road surface water permeability is improved, compression strength and rupture strength be also improved.
2nd, concrete topping of the present utility model includes multiple full impregnated water panel bodies poured by pervious concrete,
Bar-mat reinforcement is laid with the full impregnated water panel body, improves intensity.And the full impregnated water panel body surrounding corresponds to set respectively
There is the rectangular outer frame of mutual cooperation.The periphery of the housing is provided with multiple arc convex and groove, raised big with groove shapes
Small coincide forms mutual linking, is not only beneficial to construction assembly, and forms a plurality of permeable seam after mating formation between housing and housing,
Drainage efficiency can be improved.
Brief description of the drawings
Fig. 1 is the structural representation of the bicycle lane pervious concrete pavement described in the utility model embodiment;
Fig. 2 is the structural representation of the concrete topping described in the utility model embodiment;
Wherein, 1- bottoms load layer, 2- filter layers, 3- structure sheafs, 4- enhancement layers, 5- concrete toppings, 6- resistance to compression blocks, 7-
Bar frame, the semi-permeable collecting conduits of 8-, 9- full impregnated water panel bodies, 10- is raised, 11- grooves.
Embodiment
The utility model is described in further detail below in conjunction with the drawings and specific embodiments.According to claims and
Following explanation, advantages and features of the present utility model will become apparent from.It should be noted that accompanying drawing is using very simplified form
And non-accurately ratio is used, only to purpose that is convenient, lucidly aiding in illustrating the utility model embodiment.
Embodiment
A kind of bicycle lane pervious concrete pavement, as depicted in figs. 1 and 2, the road surface sequentially consists of bottom
Portion's load layer 1, filter layer 2, upper load layer and concrete topping 5;The bottom load layer 1 is natural compacting foundation, described
Filter layer 2 is geotextiles, and the filter layer 2 is arranged at intervals multiple grooves 11, semi-permeable collecting conduit is laid in the groove 11
8, the upper load layer includes the enhancement layer 4 and structure sheaf 3 connected from top to down, and multiple phases are provided with the enhancement layer 4
Between the resistance to compression block 6 that arranges, fixed by bar frame 7 between the gap of adjacent resistance to compression block 6, the structure sheaf 3 is pervious concrete
Layer, the concrete topping 5 include multiple full impregnated water panel bodies 9 poured by pervious concrete, the full impregnated water surface
Bar-mat reinforcement is laid with plate body 9, and the surrounding of full impregnated water panel body 9 is correspondingly provided with the connection knot of mutual cooperation respectively
Structure.
On the basis of above-mentioned technical proposal, the utility model can also improve as follows:
In a preferred scheme, the peak of the semi-permeable collecting conduit 8 is less than the highest water of the bottom load layer 1
Plane.
In a preferred scheme, the attachment structure for being arranged on the surrounding of full impregnated water panel body 9 is centrosymmetric.
In a preferred scheme, the attachment structure is the rectangular outer frame that the surrounding of full impregnated water panel body 9 is set, described outer
The periphery of frame is provided with multiple arc convex 10 and groove 11, and projection 10 is coincide with the shape size of groove 11 forms mutual linking,
A plurality of permeable seam is formed between adjacent housing.Drainage efficiency can be improved, mitigates and concentrates the negative of rainfall surface drainage
Load.
In a preferred scheme, multiple tapping pipes, the upper port of multiple tapping pipes is distributed with the upper load layer
Provided with drainage mesh sheet.
In a preferred scheme, the tapping pipe is fixed by steel nail and the phase of bar frame 7.
The beneficial effects of the utility model are compared with prior art:
1st, the combination of bottom load layer 1 of the present utility model and the geotextiles of filter layer 2 can be in the same of top bearing load
When, prevent from penetrating into roadbed water or underground water because capillarity rises, so as to preferably maintaining structural stability;The geotechnique of filter layer 2
Cloth has good water penetration, passes through water flow stationary;Upper load layer can store a part of upper strata infiltration first, work as top
The rainwater infiltration speed of load layer is higher by when oozing the limit under vertical current, and more rainwater can be focused on semi-permeable catchment by level stream
Pipeline 8.As a result of this water collecting structure, under the rainwater that oozes supplement urban groundwater, unnecessary water is effectively collected,
The available reservoir storage in city is improved, city flood discharge burden is alleviated, alleviates urban heat land effect, improve city and nature
The ecological balance.While multiple resistance to compression blocks 6 are provided with the enhancement layer 4 of upper load layer, by steel between each gap of resistance to compression block 6
Muscle rack 7 is fixed.So while concrete road surface water permeability is improved, compression strength and rupture strength be also improved.
2nd, concrete topping 5 of the present utility model includes multiple full impregnated water panel bodies poured by pervious concrete
9, bar-mat reinforcement is laid with the full impregnated water panel body 9, improves intensity.And 9 surroundings of the full impregnated water panel body are right respectively
The rectangular outer frame to cooperate should be provided with.The periphery of the housing is provided with multiple arc convex 10 and groove 11, projection 10 with
The shape size of groove 11, which coincide, forms mutual linking, is not only beneficial to construction assembly, and formed after mating formation between housing and housing
A plurality of permeable seam, it is possible to increase drainage efficiency.
Obviously, it is new without departing from this practicality can to carry out various changes and modification to utility model by those skilled in the art
The spirit and scope of type.So, if these modifications and variations of the present utility model belong to the utility model claims and its
Within the scope of equivalent technologies, then the utility model is also intended to including these changes and modification.
Claims (6)
1. a kind of bicycle lane pervious concrete pavement, it is characterised in that the road surface sequentially consists of bottom load
Layer, filter layer, upper load layer and concrete topping;The bottom load layer is natural compacting foundation, and the filter layer is soil
Work cloth, the filter layer are arranged at intervals multiple grooves, semi-permeable collecting conduit, the upper load layer bag are laid in the groove
The enhancement layer and structure sheaf connected from top to down is included, multiple spaced resistance to compression blocks are provided with the enhancement layer, it is adjacent anti-
Fixed between the gap of briquetting by bar frame, the structure sheaf is pervious concrete layer, and the concrete topping includes multiple
The full impregnated water panel body poured by pervious concrete, bar-mat reinforcement is laid with the full impregnated water panel body, and it is described
Full impregnated water panel body surrounding is correspondingly provided with the attachment structure of mutual cooperation respectively.
2. bicycle lane pervious concrete pavement according to claim 1, it is characterised in that the semi-permeable collector pipe
The peak in road is less than the highest level face of the bottom load layer.
3. bicycle lane pervious concrete pavement according to claim 1, it is characterised in that be arranged on the full impregnated water
The attachment structure of panel body surrounding is centrosymmetric.
4. bicycle lane pervious concrete pavement according to claim 3, it is characterised in that the attachment structure is complete
The rectangular outer frame that permeable panel body surrounding is set, the periphery of the housing are provided with multiple arc convex and groove, it is raised and
Groove shapes size, which is coincide, forms mutual linking, and a plurality of permeable seam is formed between adjacent housing.
5. bicycle lane pervious concrete pavement according to claim 1, it is characterised in that the upper load layer point
Multiple tapping pipes are furnished with, the upper port of multiple tapping pipes is provided with drainage mesh sheet.
6. bicycle lane pervious concrete pavement according to claim 5, it is characterised in that the tapping pipe passes through steel
Nail is mutually fixed with the bar frame.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201720333694.XU CN206666965U (en) | 2017-03-31 | 2017-03-31 | A kind of bicycle lane pervious concrete pavement |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201720333694.XU CN206666965U (en) | 2017-03-31 | 2017-03-31 | A kind of bicycle lane pervious concrete pavement |
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Publication Number | Publication Date |
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CN206666965U true CN206666965U (en) | 2017-11-24 |
Family
ID=60367603
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CN201720333694.XU Expired - Fee Related CN206666965U (en) | 2017-03-31 | 2017-03-31 | A kind of bicycle lane pervious concrete pavement |
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109457566A (en) * | 2018-12-29 | 2019-03-12 | 江苏绿和环境科技有限公司 | A kind of assembled gap porous pavement |
CN110777816A (en) * | 2019-10-31 | 2020-02-11 | 安徽省路港工程有限责任公司 | Construction method of composite assembly type chute |
CN113136755A (en) * | 2021-04-25 | 2021-07-20 | 索新科技(北京)有限公司 | Temporary parking lot laying unit and laying method thereof |
CN115467211A (en) * | 2022-09-30 | 2022-12-13 | 中冶南方城市建设工程技术有限公司 | Reinforced concrete pavement structure |
-
2017
- 2017-03-31 CN CN201720333694.XU patent/CN206666965U/en not_active Expired - Fee Related
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109457566A (en) * | 2018-12-29 | 2019-03-12 | 江苏绿和环境科技有限公司 | A kind of assembled gap porous pavement |
CN110777816A (en) * | 2019-10-31 | 2020-02-11 | 安徽省路港工程有限责任公司 | Construction method of composite assembly type chute |
CN110777816B (en) * | 2019-10-31 | 2021-06-29 | 安徽省路港工程有限责任公司 | Construction method of composite assembly type chute |
CN113136755A (en) * | 2021-04-25 | 2021-07-20 | 索新科技(北京)有限公司 | Temporary parking lot laying unit and laying method thereof |
CN115467211A (en) * | 2022-09-30 | 2022-12-13 | 中冶南方城市建设工程技术有限公司 | Reinforced concrete pavement structure |
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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: 20171124 |