CN205443840U - Car lane permeable pavement structure - Google Patents
Car lane permeable pavement structure Download PDFInfo
- Publication number
- CN205443840U CN205443840U CN201620150358.7U CN201620150358U CN205443840U CN 205443840 U CN205443840 U CN 205443840U CN 201620150358 U CN201620150358 U CN 201620150358U CN 205443840 U CN205443840 U CN 205443840U
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- Prior art keywords
- water
- permeable
- basic unit
- pipe
- car lane
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- 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
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- Road Paving Structures (AREA)
Abstract
The utility model provides a car lane permeable pavement structure, includes by the down former soil layer of supreme tamp of laying in proper order, blotter, the reinforced concrete basic unit, sand removal screed -coat and the high pressure that bury the pipe that the permeates water brick surface course that permeates water, the concrete of reinforced concrete basic unit is the ecology concrete that permeates water, permeate water tub along the horizontal stroke of reinforced concrete basic unit, indulge two -way equal interval and set up and link up reinforced concrete basic unit, the bottom connection blotter that permeates water and manage, the top connection sand removal screed -coat that permeates water and manage, the intraductal cobblestone that has still filled up that permeates water and manage, it inclines according to the slope to the pipe that permeates water to permeate water the top reinforced concrete basic unit all around of pipe. The utility model discloses the effectual intensity and infiltration function of having solved the basic unit of permeating water for the high pressure permeates water the brick road can be used on the car lane. The utility model discloses still have the urban heat island effect of alleviating, balanced city ecological system reduces the dust pollution, the effect of noise reduction.
Description
Technical field
This utility model relates to a kind of pavement structure, a kind of car lane porous pavement using high pressure water-permeable brick.
Background technology
Water-permeable brick is that water-permeable brick road, as a kind of new environment-friendly type, ecotypic road category, is increasingly subject to the concern of people's particularly industry in order to solve urban surface hardening, to build high-quality natural living environment, safeguard the new product of balance of city ecosystem.Water-permeable brick is generally the repressed shaping of celluar concrete material of common rubble, is the product mated formation of vague generalization.
Owing to using the basic unit of water-permeable brick to need have good water permeability, generally need to be with materials such as sand in rubble, in the case of having loaded vehicle to pass through, due to the tire extruding to water-permeable brick, easily causing roadbed subsidence deformation, therefore common water-permeable brick road the most only limits the use of in footpath, road such as municipal administration gardens and shopping mall etc..
Utility model content
The purpose of this utility model is to provide a kind of car lane permeable pavement structure, and the basic unit's bearing capacity that will solve existing water-permeable brick road is relatively low, causes water-permeable brick road cannot be applied to the technical problem of big load road.
For achieving the above object, this utility model adopts the following technical scheme that
A kind of car lane permeable pavement structure, including the compacting original soil layer laid the most successively, blotter, it is embedded with the armored concrete basic unit of water-permeable pipe, sand removal screed-coat and high pressure water-permeable brick surface layer, the concrete of described armored concrete basic unit is ecological pervious concrete, described water-permeable pipe is along the horizontal stroke of armored concrete basic unit, vertical two-way all intervals are arranged and perforated rebar concrete base layer, the bottom of described water-permeable pipe connects blotter, the top of described water-permeable pipe connects sand removal screed-coat, cobblestone also it is filled with in the pipe of water-permeable pipe, the armored concrete basic unit of the top surrounding of described water-permeable pipe arranges water guide slope to water-permeable pipe direction.
At least provided with one layer of reinforced mesh in described armored concrete basic unit.
The described gradient is 2-4%.
Described water-permeable pipe is pvc pipe.
The two-way spaced distance of described water-permeable pipe is no more than 600mm.
Being additionally provided with sealing coat between described blotter and armored concrete basic unit, this sealing coat is non-woven fabrics sealing coat.
The top of described water-permeable pipe is suitable for reading is provided with drainage screen.
Compared with prior art this utility model has the characteristics that and beneficial effect:
Basic unit of the present utility model uses ecological permeable concrete pavement, and interval is provided with water-permeable pipe in concrete, three-dimensional reinforcement basic unit water permeable ability, cobblestone is filled up in water-permeable pipe, water-permeable pipe connects bed course and sand removal screed-coat, the top concrete of water-permeable pipe is provided with the gradient simultaneously, makes current deflecting water-permeable pipe.Under this kind of structure, rainwater can pass through water-permeable brick surface layer, sand removal screed-coat flows into water-permeable pipe, and penetrate into compacting original soil layer by blotter, effectively solve intensity and the water seepage function of porous base course so that high pressure water-permeable brick road can use on car lane.
This utility model can make rainwater rapidly permeate into earth's surface, recharge of groundwater effectively, alleviates urban heat land effect, can balance urban ecological system, moreover it is possible to penetrating " ground vapour ", make ground cool in summer and warm in winter, and rainy season is permeable, snow melting in winter, adds the comfort level of urban residence.Further, since the road surface hole of this utility model structure is many, surface area is big, has stronger absorption affinity to dust, can reduce dust pollution, it is also possible to reduce noise.
Accompanying drawing explanation
The utility model is described in more detail below in conjunction with the accompanying drawings.
Fig. 1 is structural representation of the present utility model.
Fig. 2 is water-permeable pipe distribution schematic diagram of the present utility model.
Reference: 1-compacting original soil layer, 2-blotter, 3-water-permeable pipe, 4-armored concrete basic unit, 4.1-reinforced mesh, 5-sand removal screed-coat, 6-high pressure water-permeable brick surface layer, 7-cobblestone, 8-water guide slope, 9-sealing coat, 10-drainage screen.
Detailed description of the invention
Embodiment sees shown in Fig. 1-2, a kind of car lane permeable pavement structure, including the compacting original soil layer 1 laid the most successively, blotter 2, it is embedded with the armored concrete basic unit 4 of water-permeable pipe 3, sand removal screed-coat 5 and high pressure water-permeable brick surface layer 6, the concrete of described armored concrete basic unit 4 is ecological pervious concrete, described water-permeable pipe 3 is along the horizontal stroke of armored concrete basic unit 4, vertical two-way all intervals are arranged and perforated rebar concrete base layer 4, the bottom of described water-permeable pipe 3 connects blotter 2, the top of described water-permeable pipe 3 connects sand removal screed-coat 5, cobblestone 7 also it is filled with in the pipe of water-permeable pipe 3, the armored concrete basic unit of the top surrounding of described water-permeable pipe 3 arranges water guide slope 8 to water-permeable pipe direction.
At least provided with one layer of reinforced mesh 4.1 in described armored concrete basic unit.
Described water guide slope 8 is 2-4%.
Described water-permeable pipe is pvc pipe.
The two-way spaced distance of described water-permeable pipe is no more than 600mm.
Being additionally provided with sealing coat 9 between described blotter 2 and armored concrete basic unit 4, this sealing coat 9 is non-woven fabrics sealing coat, and when can effectively stop concreting, cement mortar penetrates into blotter and affects the permeable effect of roadbase.
The top of described water-permeable pipe is suitable for reading is provided with drainage screen 10, can effectively solve the problem that water-permeable pipe is blocked by foreign material.
In this utility model, the thickness of armored concrete basic unit 4 is 200mm, ecological permeable concrete be numbered C30, reinforced mesh arranges together, for lower floor's reinforced mesh.A diameter of 100mm of water-permeable pipe, in armored concrete basic unit, two-way spaced distance is 600mm, and the gradient on water guide slope 8 is 3%.The thickness of blotter is 400mm.The thickness of sand removal screed-coat is 50mm.
Work progress of the present utility model is as follows:
Step one, base rammed earth forms compacting original soil layer；
Step 2, lays blotter；
Step 3, lays the sealing coat of non-woven fabrics；
Step 4, assembling reinforcement mesh sheet；
Step 5, installs water-permeable pipe on reinforced mesh；
Step 6, pours pervious concrete and wraps up reinforced mesh and water-permeable pipe, forms armored concrete basic unit；
Step 7, the artificial closing slope of upper surface in armored concrete basic unit forms water guide slope；
Step 8, fills up cobblestone in water-permeable pipe；
Step 9, the closure suitable for reading at water-permeable pipe prevents concrete from entering the drainage screen of water-permeable pipe；
Step 10, lays sand removal screed-coat；
Step 11, lays high pressure water-permeable brick surface layer.
Claims (7)
1. a car lane permeable pavement structure, it is characterized in that: include compacting original soil layer (1) laid the most successively, blotter (2), it is embedded with the armored concrete basic unit (4) of water-permeable pipe (3), sand removal screed-coat (5) and high pressure water-permeable brick surface layer (6), the concrete of described armored concrete basic unit (4) is ecological pervious concrete, described water-permeable pipe (3) is along the horizontal stroke of armored concrete basic unit (4), vertical two-way all intervals are arranged and perforated rebar concrete base layer (4), the bottom of described water-permeable pipe (3) connects blotter (2), the top of described water-permeable pipe (3) connects sand removal screed-coat (5), cobblestone (7) also it is filled with in the pipe of water-permeable pipe (3), the armored concrete basic unit of the top surrounding of described water-permeable pipe (3) arranges water guide slope (8) to water-permeable pipe direction.
Car lane permeable pavement structure the most according to claim 1, it is characterised in that: at least provided with one layer of reinforced mesh (4.1) in described armored concrete basic unit.
Car lane permeable pavement structure the most according to claim 1, it is characterised in that: the gradient of described water guide slope (8) is 2-4%.
Car lane permeable pavement structure the most according to claim 1, it is characterised in that: described water-permeable pipe is pvc pipe.
5. according to the car lane permeable pavement structure described in claim 1 or 4, it is characterised in that: the two-way spaced distance of described water-permeable pipe is not more than 600mm respectively.
Car lane permeable pavement structure the most according to claim 1, it is characterised in that: being additionally provided with sealing coat (9) between described blotter (2) and armored concrete basic unit (4), this sealing coat (9) is non-woven fabrics sealing coat.
7. according to the car lane permeable pavement structure described in claim 1 or 4, it is characterised in that: the top of described water-permeable pipe is suitable for reading is provided with drainage screen (10).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620150358.7U CN205443840U (en) | 2016-02-29 | 2016-02-29 | Car lane permeable pavement structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620150358.7U CN205443840U (en) | 2016-02-29 | 2016-02-29 | Car lane permeable pavement structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205443840U true CN205443840U (en) | 2016-08-10 |
Family
ID=56604242
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620150358.7U Expired - Fee Related CN205443840U (en) | 2016-02-29 | 2016-02-29 | Car lane permeable pavement structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205443840U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106320137A (en) * | 2016-10-17 | 2017-01-11 | 安庆市汉久电子科技有限公司 | Rapid-penetration permeable floor tile |
| CN106948238A (en) * | 2017-03-25 | 2017-07-14 | 仪陇铭崧科创中心 | The permeable cylinder of damping of permeable highway |
| CN107740322A (en) * | 2017-09-19 | 2018-02-27 | 无锡市交通工程有限公司 | Pavement disease control structure and its construction method |
| CN108071107A (en) * | 2017-11-20 | 2018-05-25 | 浙江创新建筑设计有限公司 | A kind of foundation construction technique |
| CN109853317A (en) * | 2019-01-10 | 2019-06-07 | 苏州望意阳环保科技有限公司 | A kind of steel slag manufactures sponge urban water-through concrete road engineering paving process |
| CN114182601A (en) * | 2021-12-10 | 2022-03-15 | 济南四建集团建材有限责任公司 | Pervious concrete square and preparation method thereof |
| CN114592396A (en) * | 2022-03-14 | 2022-06-07 | 济南四建集团建材有限责任公司 | Rapid permeable pavement |
-
2016
- 2016-02-29 CN CN201620150358.7U patent/CN205443840U/en not_active Expired - Fee Related
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106320137A (en) * | 2016-10-17 | 2017-01-11 | 安庆市汉久电子科技有限公司 | Rapid-penetration permeable floor tile |
| CN106948238A (en) * | 2017-03-25 | 2017-07-14 | 仪陇铭崧科创中心 | The permeable cylinder of damping of permeable highway |
| CN107740322A (en) * | 2017-09-19 | 2018-02-27 | 无锡市交通工程有限公司 | Pavement disease control structure and its construction method |
| CN108071107A (en) * | 2017-11-20 | 2018-05-25 | 浙江创新建筑设计有限公司 | A kind of foundation construction technique |
| CN108071107B (en) * | 2017-11-20 | 2019-10-29 | 浙江创新建筑设计有限公司 | A kind of foundation construction technique |
| CN109853317A (en) * | 2019-01-10 | 2019-06-07 | 苏州望意阳环保科技有限公司 | A kind of steel slag manufactures sponge urban water-through concrete road engineering paving process |
| CN114182601A (en) * | 2021-12-10 | 2022-03-15 | 济南四建集团建材有限责任公司 | Pervious concrete square and preparation method thereof |
| CN114182601B (en) * | 2021-12-10 | 2023-08-25 | 济南四建集团建材有限责任公司 | Permeable concrete square and preparation method thereof |
| CN114592396A (en) * | 2022-03-14 | 2022-06-07 | 济南四建集团建材有限责任公司 | Rapid permeable pavement |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160810 Termination date: 20170229 |
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| CF01 | Termination of patent right due to non-payment of annual fee |