CN207176430U - Permeable road kerb - Google Patents
Permeable road kerb Download PDFInfo
- Publication number
- CN207176430U CN207176430U CN201720554371.3U CN201720554371U CN207176430U CN 207176430 U CN207176430 U CN 207176430U CN 201720554371 U CN201720554371 U CN 201720554371U CN 207176430 U CN207176430 U CN 207176430U
- Authority
- CN
- China
- Prior art keywords
- permeable
- base
- boss
- load receiving
- road kerb
- 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
Classifications
-
- 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
Landscapes
- Road Paving Structures (AREA)
Abstract
Road engineering technical field is the utility model is related to, discloses permeable road kerb.Including base (1), the upper surface of base (1) includes the first upper surface (11) and the second upper surface (12), second upper surface (12) is located at the both sides of the first upper surface (11), and boss (13) is provided with the first upper surface (11).Second upper surface (12) is inclined plane, and the second upper surface (12) gradually reduce along close to the direction of boss (13) height.Boss (13) includes load receiving part one (14) and permeable part one (15), and base (1) includes load receiving part two (16) and permeable part two (17).Load receiving part one (14) and load receiving part two (16) are integrally formed, and permeable part one (15) and permeable part two are integrally formed.The utility model water permeable area is big, and drainage effect is good, also has preferable drainage effect in the case of heavy rain.And structure is reliable.The utility model is applied to different occasions simultaneously, rational in infrastructure, has obvious progressive.
Description
Technical field
It the utility model is related to road engineering technical field, more particularly to permeable road kerb.
Background technology
Kerbstone, it is called road tooth.The kerbstone that market uses at present is generally Kerb of concrete or marble kerbstone,
Wherein, Kerb of concrete is made of precasting process outside the venue, and marble kerbstone is using processing of surface polishing after the cutting of former stone
It is made.But either Kerb of concrete or marble kerbstone, do not possess permeable performance, therefore, in sleety weather
When, Kerb of concrete or marble kerbstone will all stop infiltration of the ponding to underground, easily cause the phenomenon of surface gathered water.
And because present meteorological conditions change is violent, often occur heavy rain even extra torrential rain in summer, short time precipitation it is rapid
Increasing can cause sewerage system to cause larger challenge, and how to improve the drainage performance of road is the weight faced in the prior art
Want problem.Meanwhile Kerb of concrete and marble kerbstone do not possess the function of filtering water purification, under rainwash,
The loss of silt is often caused, road pavement brings pollution.And concrete or marble curb are used around some greenbelts
Stone so that during great rainfall, to forming waterlogging in greenbelt the plant in greenbelt can be made to be damaged.And traditional kerbstone
Structure drainage is slower, it is impossible to the relation between high isostatic strength and draining well.Kerbstone is in mutual splicing simultaneously, splicing
Not firm, splicing is inconvenient.And the water-holding capacity of base is limited.
Utility model content
The problem of the utility model is for present in prior art, there is provided permeable road kerb.
In order to solve above-mentioned technical problem, the utility model is addressed by following technical proposals：
Permeable road kerb, including base, the upper surface of base include the first upper surface and the second upper surface, the first upper surface
Set with the second upper surface along base length direction；The boss along base length direction, boss side are provided with first upper surface
The length direction parallel plinth length direction in face.
Second upper surface is inclined plane, and the second upper surface gradually reduces along close to the direction of boss height.So as to convex
In the case that platform lateral distance is certain, the area of the second upper surface is increased, so that drainage area increases.And inclined plane energy
Accelerate permeable speed in the upper surface into extension for being enough more prone to the ponding around kerbstone；Simultaneously when running into heavy rain,
Because rainwater rose rapidly in the short time, the second upper surface and boss side surfaces form certain water reserve, can be a certain degree of
The ponding of road is reduced, while ponding can be made by the permeable part one of the second upper surface and boss side surfaces while permeated.
Preferably, the second upper surface and the junction of boss side surfaces for arc transition.Arc transition can be beneficial to water
Stream is smoothly discharged；Stress concentration phenomenon will not be formed in the connection transition region of the second upper surface and boss side surfaces simultaneously,
Make overall structure more stable；Arc transition is not easy to accumulate debris, also beneficial to the later stage in the case of debris is accumulated
Cleaning.
Preferably, boss includes load receiving part one and permeable part one.
Preferably, base includes load receiving part two and permeable part two, the upper surface of load receiving part two and the upper end of permeable part two
Face forms the upper surface of base, and load receiving part one and load receiving part two are integrally formed, and permeable part one and permeable part two are integrally formed.Increase
Water permeable area, base upper surface is set to carry out permeable operation, while load receiving part two can ensure the intensity of base.It is integrally formed
The flow of construction is not only simplify, the intensity of whole kerbstone can be ensured with city, it is more firm to make to connect between each several part.
Preferably, cross-sectional shapes of the permeable part one along base length direction are to the raised arch in boss upper surface or circle
Arc.Arc permeable part meets Architectural Mechanics principle, prevents each several part of permeable part one from stress concentration, and arc resistance to compression energy occur
Power is strong, kerbstone can be made to meet strength demand.
As preferably as preferred, load receiving part two and permeable part two are arranged at intervals along base length direction.
Preferably, the second upper surface is arranged on the both sides of the first upper surface, permeable part one passes through two boss of boss
Side.
Preferably, the material of base entirety is seepy material；The passage along base length direction is offered in base, is led to
The mounting surface at road break-through base both ends, mounting surface are the end face of vertical feet axis direction, and filtering is provided with the side wall of passage
Screen cloth is supported, passage is arranged on the bottom of mounting surface；The mounting surface one end at base both ends is provided with installation portion, and the other end is provided with
Installation cavity, installation portion and installation cavity match, installation portion be vertical mounting surface circular cylinder, installation cavity be right angle setting towards
The cavity of indent, raised line is provided with the side of installation portion, the teeth groove being engaged with figure bar is offered on the inwall of installation cavity；It is logical
The installation portion and installation cavity at road break-through base both ends.It is firm to coordinate between installation portion and installation cavity, situations such as being not in rotation,
When needing longer side stone, kerbstone can be made more convenient in laying, connect even closer between base, improve kerbstone list
Member is connected with each other globality and stability.And the setting of passage can run into rainwater it is larger in the case of certain volume is provided
Reservoir chamber, also can conveniently infiltration water discharge rapidly.In order that the passage connection between different kerbstone units is accurate, avoid
Water during interconnection in passage is exuded to outside base from junction, and passage passes through installation portion and installation cavity, so that passage exists
Connection coordinates in installation cavity, is easy to the sealing in later stage.Filtering supporting network is set in the side wall of passage simultaneously, passage can be ensured
Side wall strength, avoid the debris such as stone of vias inner walls during long-term use and drop into passage, make draining inconvenient, together
When support screen pack do not influence water and enter passage.
Preferably, the seepy material of permeable part one and permeable part two is that cement stabilized macadam seepy material or polyurethane rubble are saturating
Water material or cement ceramic water permeable material.
The utility model uses above-mentioned technical proposal, has the advantages that：
The utility model sets boss in base upper surface, and the second upper surface is inclined plane, and the second upper surface is along close to convex
The direction height of platform gradually reduces.So as in the case of certain to boss side surfaces distance, increase the area of the second upper surface,
So that drainage area increases.And inclined plane can make the upper surface into extension that the ponding around kerbstone is more prone to
Accelerate permeable speed；Simultaneously when running into heavy rain, because rainwater rose rapidly in the short time, the second upper surface and boss side surfaces shape
Into certain water reserve, be capable of it is a certain degree of reduce the ponding of road, while ponding can be made to pass through the second upper surface and convex
The permeable part one of platform side is permeated simultaneously.Junction sets arc transition simultaneously, ponding can be made more smoothly to pass through
Kerbstone, and be not easy to accumulate debris and be advantageous to clean.And according to the requirements of different occasions, it is necessary to kerbstone have it is certain
Intensity, by setting load receiving part one around the permeable part one of arch, so that bulk strength is guaranteed.Different is permeable
Material disclosure satisfy that the use of different occasions.And kerbstone sets enhancement layer, and kerbstone can be made to meet different pressure-bearing working environments
Demand.It is firm to coordinate between installation portion and installation cavity, situations such as being not in rotation, when needing longer side stone, can make
Kerbstone is more convenient in laying, connects even closer between base, improves kerbstone unit and is connected with each other globality and stably
Property.And passage set can run into rainwater it is larger in the case of provide certain volume reservoir chamber, can also facilitate
Infiltration water is discharged rapidly.In order that the passage connection between different kerbstone units is accurate, water when avoiding being connected with each other in passage
It is exuded to from junction outside base, passage passes through installation portion and installation cavity, so that passage connects cooperation in installation cavity, is easy to
The sealing in later stage.Filtering supporting network is set in the side wall of passage simultaneously, the side wall strength of passage can be ensured, avoided long-term
The debris such as stone of vias inner walls is dropped into passage during use, makes draining inconvenient, while support screen pack not influence water
Into passage.
Brief description of the drawings
The structural representation of Fig. 1 embodiments 1；
Fig. 2 is the disconnected section schematic diagram of the load receiving part one of embodiment 1 and load receiving part two；
Fig. 3 is the application schematic diagram of embodiment 1；
Fig. 4 is the overall structure diagram of embodiment 5；
Fig. 5 is the cross-sectional view of the load receiving part one of embodiment 6 and load receiving part two；
The structural representation of the kerbstone of Fig. 6 embodiments 7；
Fig. 7 is Fig. 6 left view；
Fig. 8 is Fig. 6 right view.
The toponym that each number designation is referred in accompanying drawing is as follows：1 one bases, the 11 one the first upper surfaces, 12 one the second
Upper surface, 13 1 boss, 131 1 boss side surfaces, 14 1 load receiving parts one, 15 1 permeable parts one, 16 1 load receiving parts two, 17 1 are saturating
Water portion two, the upper surface of 161 1 load receiving parts two, the upper surface of 171 1 permeable parts two.
Embodiment
The utility model is described in further detail with embodiment below in conjunction with the accompanying drawings.
Embodiment 1
As depicted in figs. 1 and 2, permeable road kerb, including base 1, the upper surface of base 1 include the first upper surface 11 and the
Two upper surfaces 12, the first upper surface 11 and the second upper surface 12 are set along base length direction；It is provided with first upper surface 11
Along the boss 13 of the length direction of base 1, the length direction of length direction parallel plinth 1 of the side 131 of boss 13.Second upper surface 12
The both sides of the first upper surface 11 are arranged on, permeable part 1 passes through the side 131 of two boss 13 of boss 13.Second upper surface 12
For inclined plane, the second upper surface 12 gradually reduces along close to the direction of boss 13 height, the second upper surface 12 and the side of boss 13
131 junction for arc transition.
Boss 13 includes load receiving part 1 and permeable part 1, and permeable part 1 passes through the side 131 of boss 13, permeable part one
15 along the cross-sectional shapes of the length direction of base 1 be to the raised arch in the upper surface of boss 13.Base 1 is including load receiving part 2 16 and thoroughly
Water portion 2 17, the upper surface 161 of load receiving part 2 16 and the upper surface 171 of permeable part 2 17 form the upper surface of base 1.Load-bearing
Portion 1 and load receiving part 2 16 are integrally formed, and permeable part 1 and permeable part 2 17 are integrally formed.In order to ensure kerbstone entirety
Bonding strength, load receiving part 2 16 and permeable part 2 17 are arranged at intervals along the length direction of base 1.Permeable part 1 and permeable part two
17 seepy material is polyurethane rubble seepy material.Polyurethane rubble seepy material is mixed by polyurethane glue and single graded broken stone
With into its porosity has good water penetration, while good permeability generally between 15%~30%；Big temperature can be improved
Degree and humidity；Various colors, it is easy to kerbstone landscape molding.
When wherein constructing, the second upper surface 12 connects with road, and joint is contour.If opposite side sets pavement,
Then pavement is laid on the second upper surface 12 of opposite side, so as to provide enough pressure for the second upper surface 12, is prevented
Only there is shaking phenomenon in it.
Embodiment 2
As shown in Figure 3 and Figure 4, the present embodiment in place of the difference of embodiment 1 with being, permeable part 1 and permeable part 2 17
Seepy material be cement stabilized macadam seepy material.
Embodiment 3
For the present embodiment with being in place of the difference of embodiment 1, the seepy material of permeable part 1 and permeable part 2 17 is water
Mud ceramic water permeable material.
Embodiment 4
The present embodiment and the difference of embodiment 1 are that the overall material of base 1 is seepy material, when kerbstone second
When upper surface need not bear larger intensity, base integrally uses seepy material, can ensure whole first upper surface 11 and
Two upper surfaces 12 are permeable face.Substantially increase permeable efficiency.
Embodiment 5
The present embodiment and the difference of embodiment 1 are that the second upper surface 12 and the first upper surface 11 form base 1
Upper surface, the number of the second upper surface 12 is one.So the kerbstone sectional view that boss 13 and base 1 form is " L " type.
Embodiment 6
The present embodiment and the difference of embodiment 1 are that cross-sectional shapes of the permeable part 1 along the length direction of base 1 are
The circular arc raised to the upper surface of boss 13.
Embodiment 7
As shown in Figure 6 to 8, the passage 2 along the length direction of base 1, the both ends of 2 break-through base of passage 1 are offered in base 1
Mounting surface 21, mounting surface 21 is the end face of the axis direction of vertical feet 1, and filtering support screen cloth is provided with the side wall of passage 2
22, passage 2 is arranged on the bottom of mounting surface 21；The one end of mounting surface 21 at the both ends of base 1 is provided with installation portion 23, and the other end is set
Have installation cavity 24, installation portion 23 and installation cavity 24 match, installation portion 23 be vertical mounting surface 21 circular cylinder, installation cavity
24 be the cavitys that concave of vertical mounting surface 21, is provided with raised line 231 on the side of installation portion 23, on the inwall of installation cavity 24
Offer the teeth groove 241 being engaged with figure bar 231；The installation portion 23 and installation cavity 24 at the both ends of 2 break-through base of passage 1.Obviously originally
The technical scheme of embodiment, any embodiment suitable for 1~embodiment of embodiment 6.
In a word, preferred embodiment of the present utility model is the foregoing is only, it is all according to present utility model application the scope of the claims institute
The equivalent changes and modifications of work, it should all belong to the covering scope of the utility model patent.
Claims (10)
1. permeable road kerb, it is characterised in that：Including base (1), the upper surface of base (1) includes the first upper surface (11) and the
Two upper surfaces (12), the first upper surface (11) and the second upper surface (12) are set along base length direction；First upper surface (11)
On be provided with boss (13) along base (1) length direction, the length direction parallel plinth (1) of boss (13) side (131) is long
Spend direction.
2. permeable road kerb according to claim 1, it is characterised in that：Second upper surface (12) is inclined plane, on second
End face (12) gradually reduces along close to the direction of boss (13) height.
3. permeable road kerb according to claim 2, it is characterised in that：Second upper surface (12) and boss (13) side
(131) junction for arc transition.
4. permeable road kerb according to claim 1, it is characterised in that：Boss (13) includes load receiving part one (14) and permeable
Portion one (15).
5. permeable road kerb according to claim 4, it is characterised in that：Base (1) includes load receiving part two (16) and permeable
Portion two (17), the upper surface (161) of load receiving part two (16) and the upper surface (171) of permeable part two (17) form the upper of base (1)
End face, load receiving part one (14) and load receiving part two (16) are integrally formed, and permeable part one (15) and permeable part two (17) are integrally formed.
6. permeable road kerb according to claim 4, it is characterised in that：Permeable part one (15) is along base (1) length direction
Cross-sectional shapes be to boss (13) upper surface raised arch or circular arc.
7. permeable road kerb according to claim 5, it is characterised in that：Load receiving part two (16) and permeable part two (17) are the bottom of along
Seat (1) length direction is arranged at intervals.
8. permeable road kerb according to claim 1, it is characterised in that：Second upper surface (12) is arranged on the first upper surface
(11) both sides, permeable part one (15) pass through two boss (13) sides (131) of boss (13).
9. permeable road kerb according to claim 1, it is characterised in that：The overall material of base (1) is seepy material；Bottom
The passage (2) along base (1) length direction, the mounting surface (21) at passage (2) break-through base (1) both ends, peace are offered in seat (1)
Dress face (21) is the end face of vertical feet (1) axis direction, and filtering support screen cloth (22) is provided with the side wall of passage (2), is led to
Road (2) is arranged on the bottom of mounting surface (21)；Mounting surface (21) one end at base (1) both ends is provided with installation portion (23), another
End is provided with installation cavity (24), and installation portion (23) and installation cavity (24) match, and installation portion (23) is vertical mounting surface (21)
Circular cylinder, installation cavity (24) are the cavity that vertical mounting surface (21) concaves, and raised line is provided with the side of installation portion (23)
(231) teeth groove (241) being engaged with raised line (231), is offered on the inwall of installation cavity (24)；Passage (2) break-through base (1)
The installation portion (23) and installation cavity (24) at both ends.
10. according to the permeable road kerb described in claim 6, it is characterised in that：Permeable part one (15) and permeable part two (17) it is saturating
Water material is cement stabilized macadam seepy material or polyurethane rubble seepy material or cement ceramic water permeable material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720554371.3U CN207176430U (en) | 2017-05-18 | 2017-05-18 | Permeable road kerb |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720554371.3U CN207176430U (en) | 2017-05-18 | 2017-05-18 | Permeable road kerb |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207176430U true CN207176430U (en) | 2018-04-03 |
Family
ID=61732911
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720554371.3U Expired - Fee Related CN207176430U (en) | 2017-05-18 | 2017-05-18 | Permeable road kerb |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207176430U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112211061A (en) * | 2020-09-27 | 2021-01-12 | 浙江诚骏建设工程有限公司 | Permeable curb and greening sidewalk |
-
2017
- 2017-05-18 CN CN201720554371.3U patent/CN207176430U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112211061A (en) * | 2020-09-27 | 2021-01-12 | 浙江诚骏建设工程有限公司 | Permeable curb and greening sidewalk |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106988184B (en) | porous pavement | |
| CN108301280B (en) | Permeable pavement structure | |
| CN106758638A (en) | A kind of city sponge brick and its construction technology | |
| CN104313967B (en) | Row's water-seepage type is mated formation combining structure | |
| CN209099104U (en) | A kind of water-permeable brick that water permeability is good | |
| CN106320433A (en) | Urban road rainwater collection structure | |
| CN105239485A (en) | Drainage curb stone and asphalt road with drainage structure | |
| CN201128853Y (en) | Floor tile having draining function | |
| CN207176430U (en) | Permeable road kerb | |
| CN206655077U (en) | A kind of porous base course brick suitable for porous pavement and the basic road surface using the brick | |
| CN104594155A (en) | Permeable pavement laying method | |
| CN209652959U (en) | Connected vessels type foundation pit drop and drainage structure | |
| CN207121778U (en) | Permeable road kerb | |
| CN212895759U (en) | Subside support type square structure of mating formation of permeating water | |
| CN107386053A (en) | A kind of construction method on pavement | |
| CN206736666U (en) | A kind of base course suitable for porous pavement and the basic road surface using the brick | |
| CN106996063A (en) | A kind of pavement structure of permeable road | |
| CN208201563U (en) | Permeable pavement skeleton and the porous pavement being laid with using the permeable pavement skeleton | |
| CN201952701U (en) | Water-permeability paving board | |
| CN207597186U (en) | Draining road dental structure | |
| CN210561561U (en) | High-strength water permeable brick for road | |
| CN206655078U (en) | A kind of porous pavement | |
| CN206928156U (en) | A kind of drainage system based on permeable pavement structure | |
| CN206521804U (en) | Excavation section drainage system | |
| CN220079606U (en) | Permeable concrete pavement structure |
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: 20180403 Termination date: 20190518 |