CN110409254A - A kind of porous base course mated formation applied to outdoor stone material, which is led, seeps guide structure - Google Patents
A kind of porous base course mated formation applied to outdoor stone material, which is led, seeps guide structure Download PDFInfo
- Publication number
- CN110409254A CN110409254A CN201910752260.7A CN201910752260A CN110409254A CN 110409254 A CN110409254 A CN 110409254A CN 201910752260 A CN201910752260 A CN 201910752260A CN 110409254 A CN110409254 A CN 110409254A
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- China
- Prior art keywords
- row pressure
- pressure pipeline
- concrete layer
- led
- pervious concrete
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- 230000015572 biosynthetic process Effects 0.000 title claims abstract description 28
- 239000000463 material Substances 0.000 title claims abstract description 24
- 239000004575 stone Substances 0.000 title claims abstract description 24
- 239000011380 pervious concrete Substances 0.000 claims abstract description 34
- 239000004746 geotextile Substances 0.000 claims abstract description 7
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 25
- 239000002689 soil Substances 0.000 claims description 2
- 230000015271 coagulation Effects 0.000 claims 1
- 238000005345 coagulation Methods 0.000 claims 1
- 239000004567 concrete Substances 0.000 abstract description 7
- 230000013011 mating Effects 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 3
- 230000008595 infiltration Effects 0.000 description 3
- 238000001764 infiltration Methods 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 239000010426 asphalt Substances 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000009738 saturating Methods 0.000 description 2
- 230000006641 stabilisation Effects 0.000 description 2
- 238000011105 stabilization Methods 0.000 description 2
- 230000002123 temporal effect Effects 0.000 description 2
- 238000011161 development Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 238000011160 research Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C11/00—Details of pavings
- E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
- E01C11/224—Surface drainage of streets
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C11/00—Details of pavings
- E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
- E01C11/224—Surface drainage of streets
- E01C11/225—Paving specially adapted for through-the-surfacing drainage, e.g. perforated, porous; Preformed paving elements comprising, or adapted to form, passageways for carrying off drainage
- E01C11/226—Coherent pavings
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Sewage (AREA)
Abstract
It is led the present invention provides a kind of porous base course mated formation applied to outdoor stone material and seeps guide structure, it includes ground layer, lower pervious concrete layer and upper pervious concrete layer, lower pervious concrete layer fixation is layed on ground layer, upper pervious concrete layer fixation is layed in lower pervious concrete layer, multiple aqueducts arranged in parallel are embedded in lower pervious concrete layer, the inlet opening of multiple axial alignments along aqueduct is offered at the top of aqueduct, mating formation at the top of aqueduct has the geotextiles of covering inlet opening, it is attached between per two adjacent aqueducts by row pressure pipeline assembly.The present invention compared to the prior art mainly using between two aqueducts install additional row pressure pipeline assembly by the way of come solve previous aqueduct operation it is uneven caused by concrete layer it is easy to damage the problems such as.
Description
Technical field
It is led the present invention relates to a kind of porous base course and seeps guide structure, be applied to outdoor stone material paving in particular to one kind
The porous base course of dress, which is led, seeps guide structure.
Background technique
In recent years, waterlogging, the Groundwater Resources Depletion etc. caused when " tropical island effect " of domestic city, experience strong rainstorms is asked
Topic, has seriously affected city ecology construction and sustainable development.The construction for carrying out " sponge city ", is one to solve the above problems
A grand strategy measure, an important technological means is using permeable pavement during implementing.Most early in 1852, Britain
Develop the concrete without fine aggregate.Porous asphalt pavement is applied to airfield runway by nineteen fifty, Britain.The U.S. is from 20th century
Begin to researching and designing permeable concrete the sixties.Holland was in the drainage index that begins one's study in 1972.In addition, beautiful
Also there are research and application in the country such as state, Japan, Germany to porous asphalt pavement.1986, Britain began one's study water penetration paving
Runoff inhibit and prevention and cure of pollution.
In the construction in current " sponge city ", guide problem is seeped for leading for porous base course, mainly uses aqueduct
Mat formation to solve, such as a kind of permeable pavement system of ecological, environmental protective disclosed in Chinese patent CN201520938407.9.
But current porous base course is led and is seeped in guide structure, due to the difference of the water guide amount of each position on ground, will lead to part
Aqueduct in full water operation (such as intermediate region of road), and part aqueduct in be sky water running (such as with
The region of rain cover, the places such as greenbelt, sunshade), this not only wastes the resource of aqueduct, asks there are one important
The difference due to pressure difference is understood when topic, between each aqueduct and the concrete layer above the aqueduct of full water operation is caused to be easy
Now damage, the number of later maintenance also can longer-term sky water running region it is more.
Summary of the invention
Guide structure is seeped in consideration of it, leading the present invention provides a kind of porous base course mated formation applied to outdoor stone material, master
It to solve previous aqueduct operation by the way of installing row pressure pipeline assembly additional between two aqueducts unevenly to lead
The problems such as concrete layer of cause is easy to damage.
Guide structure is seeped for this purpose, leading the present invention provides a kind of porous base course mated formation applied to outdoor stone material comprising
Ground layer, lower pervious concrete layer and upper pervious concrete layer, lower pervious concrete layer fixation are layed on ground layer, on
Pervious concrete layer fixation is layed in lower pervious concrete layer, and multiple arranged in parallel lead is embedded in lower pervious concrete layer
Water pipe offers the inlet opening of multiple axial alignments along aqueduct at the top of aqueduct, mats formation to have at the top of aqueduct and cover
The geotextiles of lid inlet opening are often attached between two adjacent aqueducts by row pressure pipeline assembly.
Further, above-mentioned row pressure pipeline assembly includes the first row pressure pipeline of at least two parallel arrangements, the first discharge pressure pipe
The opposite end in road is separately connected two adjacent aqueducts, and first row pressure pipeline is perpendicular to aqueduct.
Further, it is attached between above-mentioned two first rows pressure pipeline by an at least second row pressure pipeline, second row
Pressure pipeline is perpendicular to first row pressure pipeline.
Further, wavy first buffer layer is provided on the inner wall of above-mentioned first row pressure pipeline.
Optionally, above-mentioned row pressure pipeline assembly include two X-shapeds intersect third row pressure pipeline, third row pressure pipeline it is opposite
Both ends are separately connected two adjacent aqueducts.
Further, wavy second buffer layer is provided on the inner wall of above-mentioned third row pressure pipeline.
Further, a semi-area of above-mentioned geotextiles covering aqueduct.
Further, the caliber of above-mentioned row pressure pipeline assembly is equal to the 1/3 of the caliber of aqueduct.
Further, above-mentioned lower pervious concrete layer is C30 pervious concrete layer.
Further, above-mentioned upper pervious concrete layer is C30 pervious concrete layer.
A kind of porous base course mated formation applied to outdoor stone material provided by the present invention, which is led, to be seeped in guide structure, mainly two
It has installed row pressure pipeline assembly between aqueduct additional, can have been formed between the pipeline made to the pipeline of full water running and empty water transport in this way
Water flow exchange and air-flow exchange, guarantee whole region under pipeline between air pressure inside balance, guarantee entire aqueduct
The stabilization of system operation, thus efficiently solve previous aqueduct operation it is uneven caused by concrete layer is easy to damage etc. asks
Topic.
Detailed description of the invention
By reading the following detailed description of the preferred embodiment, various other advantages and benefits are common for this field
Technical staff will become clear.The drawings are only for the purpose of illustrating a preferred embodiment, and is not considered as to the present invention
Limitation.And throughout the drawings, the same reference numbers will be used to refer to the same parts.In the accompanying drawings:
Fig. 1 is that a kind of porous base course mated formation applied to outdoor stone material provided in an embodiment of the present invention leads infiltration guide structure
Structure sectional view；
Fig. 2 is that a kind of porous base course mated formation applied to outdoor stone material provided in an embodiment of the present invention is led in infiltration guide structure
The structural schematic diagram of row pressure pipeline assembly in one embodiment；
Fig. 3 is that a kind of porous base course mated formation applied to outdoor stone material provided in an embodiment of the present invention is led in infiltration guide structure
Structural schematic diagram of the row pressure pipeline assembly under another embodiment.
Specific embodiment
Exemplary embodiments of the present disclosure are described in more detail below with reference to accompanying drawings.Although showing the disclosure in attached drawing
Exemplary embodiment, it being understood, however, that may be realized in various forms the disclosure without should be by embodiments set forth here
It is limited.On the contrary, these embodiments are provided to facilitate a more thoroughly understanding of the present invention, and can be by the scope of the present disclosure
It is fully disclosed to those skilled in the art.
Embodiment one:
Referring to Fig. 1 to Fig. 2, shown in figure the embodiment of the present invention one offer it is a kind of mat formation applied to outdoor stone material it is saturating
Water-base, which is led, seeps guide structure comprising ground layer 1, lower pervious concrete layer 2 and upper pervious concrete layer 3, under it is permeable mixed
Solidifying soil layer 2 is C30 pervious concrete layer, and upper pervious concrete layer 3 is C30 pervious concrete layer, and lower pervious concrete layer 2 is fixed
It is layed on ground layer 1, the upper fixation of pervious concrete layer 3 is layed in lower pervious concrete layer 2, lower pervious concrete layer 2
Multiple aqueducts 21 arranged in parallel are inside embedded with, the top of aqueduct 21 offers multiple axial alignments along aqueduct 21
Inlet opening 22, the top of aqueduct 21, which is mated formation, the geotextiles 23 of covering inlet opening 22, and geotextiles 23 cover aqueduct 21
One semi-area is often attached between two adjacent aqueducts 21 by row pressure pipeline assembly 4, the caliber of row pressure pipeline assembly 4
Equal to 1/3 (reducing the meaningless occupancy to space) of the caliber of aqueduct 21.
Specifically, row pressure pipeline assembly 4 includes the first row pressure pipeline 41 of two parallel arrangements, the phase of first row pressure pipeline 41
Both ends are separately connected with two adjacent aqueducts 21, first row pressure pipeline 41 is perpendicular to aqueduct 21.
A kind of porous base course mated formation applied to outdoor stone material provided by the present embodiment, which is led, to be seeped in guide structure, is mainly existed
Installed row pressure pipeline assembly between two aqueducts additional, can be formed in this way pipeline that the pipeline of full water running and empty water transport are made it
Between water flow exchange and air-flow exchange, guarantee whole region under pipeline between air pressure inside balance, guarantee entire water guide
The stabilization of guard system operation, thus efficiently solve previous aqueduct operation it is uneven caused by concrete layer is easy to damage etc. asks
Topic.
Embodiment two:
Referring to Fig. 1 to Fig. 2, shown in figure it is provided by Embodiment 2 of the present invention it is a kind of mat formation applied to outdoor stone material it is saturating
Water-base, which is led, seeps guide structure, and the present embodiment is also further made that following as improvement on the basis of the various embodiments described above
Technical solution: be attached between two first row pressure pipelines 41 by a second row pressure pipeline 42, second row pressure pipeline 42 hangs down
Directly in first row pressure pipeline 41, which form I-shaped structure, the water flow and gas between two first row pressure pipelines may be implemented
The exchange of stream, so that the air pressure balance in entire row pressure pipeline assembly.
Referring to Fig. 1 to Fig. 2, wavy first buffer layer 43, Ke Yishi is provided on the inner wall of first row pressure pipeline 41
Referring now to the buffer function of water flow, it is too strong and cause the temporal pressure in row pressure pipeline excessive to be unlikely to water flow, and leads to water flow
Moment clogging (be primarily due to row pressure pipeline assembly 4 caliber be equal to aqueduct 21 caliber 1/3, row pressure pipeline
Caliber it is thinner).
Embodiment three:
Referring to Fig. 3, a kind of permeable base mated formation applied to outdoor stone material of the offer of the embodiment of the present invention three is shown in figure
Layer, which is led, seeps guide structure, and the present embodiment is also further made that following as improved skill on the basis of the various embodiments described above
Art scheme: the difference is that, row pressure pipeline assembly 4 includes the third row pressure pipeline 44 that two X-shapeds intersect, third row pressure pipeline
44 opposite end is separately connected two adjacent aqueducts 21, and water flow between two first row pressure pipelines and air-flow may be implemented
Exchange, so that the air pressure balance in entire row pressure pipeline assembly, and save the dosage of pipeline.
Meanwhile wavy second buffer layer is provided on the inner wall of third row pressure pipeline 44 (with first buffer layer structure
Unanimously), the buffer function for water flow may be implemented, it is too strong and lead to the temporal pressure mistake in row pressure pipeline to be unlikely to water flow
Greatly, leading to the moment clogging of water flow, (caliber for being primarily due to row pressure pipeline assembly 4 is equal to the caliber of aqueduct 21
1/3, the caliber of row pressure pipeline is thinner).
Obviously, various changes and modifications can be made to the invention without departing from essence of the invention by those skilled in the art
Mind and range.In this way, if these modifications and changes of the present invention belongs to the range of the claims in the present invention and its equivalent technologies
Within, then the present invention is also intended to include these modifications and variations.
Claims (10)
1. a kind of porous base course mated formation applied to outdoor stone material, which is led, seeps guide structure, which is characterized in that including ground layer
(1), lower pervious concrete layer (2) and upper pervious concrete layer (3), lower pervious concrete layer (2) fixation are layed in described
On ground layer (1), upper pervious concrete layer (3) fixation is layed on the lower pervious concrete layer (2), described lower
Multiple aqueducts arranged in parallel (21) are embedded in water coagulation soil layer (2), are offered at the top of the aqueduct (21) multiple
Along the inlet opening (22) of the axial alignment of the aqueduct (21), mat formation at the top of the aqueduct (21) have covering it is described into
The geotextiles (23) in water hole (22) are often attached between the two adjacent aqueducts (21) by row pressure pipeline assembly (4).
2. a kind of porous base course mated formation applied to outdoor stone material according to claim 1, which is led, seeps guide structure, feature
It is, the row pressure pipeline assembly (4) includes the first row pressure pipeline (41) of at least two parallel arrangements, the first row pressure pipeline
(41) opposite end is separately connected the aqueduct of adjacent two (21), and the first row pressure pipeline (41) is led perpendicular to described
Water pipe (21).
3. a kind of porous base course mated formation applied to outdoor stone material according to claim 2, which is led, seeps guide structure, feature
It is, is attached between the two first row pressure pipelines (41) by an at least second row pressure pipeline (42), the second row
Pressure pipeline (42) is perpendicular to the first row pressure pipeline (41).
4. a kind of porous base course mated formation applied to outdoor stone material according to claim 2 or 3, which is led, seeps guide structure, special
Sign is, is provided with wavy first buffer layer (43) on the inner wall of the first row pressure pipeline (41).
5. a kind of porous base course mated formation applied to outdoor stone material according to claim 1, which is led, seeps guide structure, feature
It is, the row pressure pipeline assembly (4) includes the third row pressure pipeline (44) that two X-shapeds intersect, the third row pressure pipeline (44)
Opposite end be separately connected the aqueduct of adjacent two (21).
6. a kind of porous base course mated formation applied to outdoor stone material according to claim 5, which is led, seeps guide structure, feature
It is, is provided with wavy second buffer layer on the inner wall of the third row pressure pipeline (44).
7. a kind of porous base course mated formation applied to outdoor stone material according to claim 1, which is led, seeps guide structure, feature
It is, the geotextiles (23) cover a semi-area of the aqueduct (21).
8. a kind of porous base course mated formation applied to outdoor stone material according to claim 1, which is led, seeps guide structure, feature
It is, the caliber of the row pressure pipeline assembly (4) is equal to the 1/3 of the caliber of the aqueduct (21).
9. a kind of porous base course mated formation applied to outdoor stone material according to claim 1, which is led, seeps guide structure, feature
It is, the lower pervious concrete layer (2) is C30 pervious concrete layer.
10. a kind of porous base course mated formation applied to outdoor stone material, which is led, according to claim 1 or described in 9 seeps guide structure,
It is characterized in that, the upper pervious concrete layer (3) is C30 pervious concrete layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910752260.7A CN110409254A (en) | 2019-08-15 | 2019-08-15 | A kind of porous base course mated formation applied to outdoor stone material, which is led, seeps guide structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910752260.7A CN110409254A (en) | 2019-08-15 | 2019-08-15 | A kind of porous base course mated formation applied to outdoor stone material, which is led, seeps guide structure |
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| Publication Number | Publication Date |
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| CN110409254A true CN110409254A (en) | 2019-11-05 |
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| CN201910752260.7A Pending CN110409254A (en) | 2019-08-15 | 2019-08-15 | A kind of porous base course mated formation applied to outdoor stone material, which is led, seeps guide structure |
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20040087144A (en) * | 2003-04-04 | 2004-10-13 | 주식회사 한울 | The construction of turf athletic field using supplementary foundation and the method threrefor |
| KR20070120626A (en) * | 2006-06-20 | 2007-12-26 | 오은영 | Ommited |
| CN205226658U (en) * | 2015-12-08 | 2016-05-11 | 崇州市岷江塑胶有限公司 | Environment -friendly low noise drainage pipe |
| CN207159744U (en) * | 2017-08-09 | 2018-03-30 | 江苏建筑职业技术学院 | A kind of pavement drainage arrangement |
| CN210561566U (en) * | 2019-08-15 | 2020-05-19 | 苏州金螳螂园林绿化景观有限公司 | Permeable base layer seepage-guiding and drainage-guiding structure applied to outdoor stone pavement |
-
2019
- 2019-08-15 CN CN201910752260.7A patent/CN110409254A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20040087144A (en) * | 2003-04-04 | 2004-10-13 | 주식회사 한울 | The construction of turf athletic field using supplementary foundation and the method threrefor |
| KR20070120626A (en) * | 2006-06-20 | 2007-12-26 | 오은영 | Ommited |
| CN205226658U (en) * | 2015-12-08 | 2016-05-11 | 崇州市岷江塑胶有限公司 | Environment -friendly low noise drainage pipe |
| CN207159744U (en) * | 2017-08-09 | 2018-03-30 | 江苏建筑职业技术学院 | A kind of pavement drainage arrangement |
| CN210561566U (en) * | 2019-08-15 | 2020-05-19 | 苏州金螳螂园林绿化景观有限公司 | Permeable base layer seepage-guiding and drainage-guiding structure applied to outdoor stone pavement |
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