CN206477207U - One kind is applied to municipal paved road structure - Google Patents
One kind is applied to municipal paved road structure Download PDFInfo
- Publication number
- CN206477207U CN206477207U CN201720147568.5U CN201720147568U CN206477207U CN 206477207 U CN206477207 U CN 206477207U CN 201720147568 U CN201720147568 U CN 201720147568U CN 206477207 U CN206477207 U CN 206477207U
- Authority
- CN
- China
- Prior art keywords
- permeable
- extension rod
- municipal
- paved road
- bearing plate
- 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
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- 239000002344 surface layer Substances 0.000 claims abstract description 19
- 239000010410 layer Substances 0.000 claims description 45
- 238000009413 insulation Methods 0.000 claims description 16
- 230000000475 sunscreen effect Effects 0.000 claims description 16
- 239000000516 sunscreening agent Substances 0.000 claims description 16
- XOLBLPGZBRYERU-UHFFFAOYSA-N tin dioxide Chemical compound O=[Sn]=O XOLBLPGZBRYERU-UHFFFAOYSA-N 0.000 claims description 8
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims description 4
- 229910052782 aluminium Inorganic materials 0.000 claims description 4
- 239000011888 foil Substances 0.000 claims description 4
- 238000009434 installation Methods 0.000 abstract description 2
- 230000002262 irrigation Effects 0.000 abstract 1
- 238000003973 irrigation Methods 0.000 abstract 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 12
- 230000015572 biosynthetic process Effects 0.000 description 4
- 230000008595 infiltration Effects 0.000 description 4
- 238000001764 infiltration Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 230000002209 hydrophobic effect Effects 0.000 description 2
- 238000000746 purification Methods 0.000 description 2
- 244000025254 Cannabis sativa Species 0.000 description 1
- 239000004411 aluminium Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 239000012528 membrane Substances 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 238000009738 saturating Methods 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
Abstract
Municipal paved road structure is applied to the utility model discloses one kind, its drip irrigation device is:Including the base course set gradually from bottom to up, underlayment, supporting course, permeable bed course, permeable skid surface layer, supporting course includes bearing plate, bearing plate is provided with some first extension rods, some second extension rods, and the first extension rod passes through permeable bed course and end is located on permeable skid surface layer；Second extension rod passes through underlayment and end offsets with base course, bearing plate is provided with some main permeable holes, the first extension rod and the second extension rod are each extended over out on bearing plate, after the installation is complete, the non-deformability of whole paved road structure is got a promotion, and service life is significantly extended.
Description
Technical field
The utility model is related to paved road structure, more particularly to a kind of to be applied to municipal paved road structure.
Background technology
Sponge city refers to that city can have as sponge in terms of environmental change and reply natural calamity is adapted to
Good " elasticity ", water suction when rainy, retaining, infiltration, water purification, it is necessary to when by the water stored " release " and be used.Sponge
City improves on China's future urban development and human settlement long-range influence, is mated formation rate, sunk type greenery patches by porous pavement
The indexs such as rate, Green Roof rate are implemented.Urban road itself and periphery green space is made full use of to implement low influence exploitation
Facility, with reference to road Cross Section and drainage direction, utilizes the driveway of different brackets road, pavement and parking lot and greening
Band, builds permeable pavement, sunk type greenery patches, grass planting ditch, Rain-fed wetland, oozes the low influence development facility such as pipe/canal, pass through road Reuter
Water penetration, regulate and store, purification style, realize road it is low influence exploitation control targe.
The existing pavement structure such as notification number applied to sponge city is a kind of for CN205839508U Chinese utility model
Sponge city paved road structure, from the bottom to top successively include base course, the underlayment being made up of rubble, supporting course, pervious bed,
Permeable skid surface layer is constituted, such paved road structure can ensure that it is overall have it is enough seep water, hydrophobic, retaining effect,
But but, it can be seen that because the earth construction only unilaterally considers infiltration, hydrophobic, retaining work(in long-term actual use
Can, and by after weight repeatedly, it is easy to dislocation separation occur between layers, and its non-deformability is weaker, causes this
The actual life of paved road decreases.
Utility model content
In view of the deficienciess of the prior art, the purpose of this utility model is to provide and a kind of mated formation road applied to municipal
Face structure, its actual life is longer.
Above-mentioned technical purpose of the present utility model technical scheme is that：One kind is applied to municipal
Paved road structure, including set gradually from bottom to up base course, underlayment, supporting course, permeable bed course, permeable skid face
Layer, the supporting course includes bearing plate, and the bearing plate is provided with some first extension rods, some second extension rods, described the
One extension rod passes through permeable bed course and end is located on permeable skid surface layer；Second extension rod through underlayment and end with
Base course offsets, and the bearing plate is provided with some main permeable holes.
By above-mentioned technical proposal, the first extension rod and the second extension rod are each extended over out on bearing plate, is being installed
After completion, the first extension rod is located on permeable skid surface layer through permeable bed course and end, can lift permeable bed course, permeable prevent
The non-deformability of sliding surface layer；Second extension rod passes through underlayment, can lift the non-deformability of underlayment；In addition, second prolongs
The end of boom is offseted with base course, and when road surface is under pressure effect, pressure can be conducted to bearing plate, the second extension rod and road
Offseted between basic unit, can significantly lift the weight capacity of bearing plate itself；The non-deformability of whole paved road structure is obtained
To lifting, service life is significantly extended.
It is preferred that, in addition to water-permeable passage, first extension rod is oppositely arranged with the second extension rod, first extension
The outer bar wall of bar is provided with the first permeable hole, and the outer bar wall of second extension rod is provided with the second permeable hole, described permeable logical
Road is simultaneously by the first extension rod, the second extension rod, and the first permeable hole is with the second permeable hole simultaneously with being communicated inside water-permeable passage.
By above-mentioned technical proposal, the water on ground can pass through permeable skid surface layer, permeable bed course, underlayment, positioned at saturating
Water on water skid resistant surface, permeable bed course can be entered in water-permeable passage by the first permeable hole, then from the second permeable hole stream
Into low basic unit, so as to reach quickening permeable skid surface layer, permeable bedding course drainage efficiency.
It is preferred that, the shape of first extension rod and the second extension rod is truncated cone-shaped, first extension rod
Big end is fixed on bearing plate, and the big end of second extension rod is fixed on bearing plate.
By above-mentioned technical proposal, when the first extension bar side needs to mat formation other Rotating fields, due to the first extension rod
Upward, other Rotating fields more can easily pass through the small end of the first extension rod to small end, so as to complete to mat formation；When the second extension rod
When needing to be installed on underlayment, down, the second extension rod can be easier to insert into underlayment to the small end of the second extension rod；So as to subtract
Few installation difficulty, erection ＆ lift convenience.
It is preferred that, thermal insulation layer is provided between the underlayment and supporting course, thermal insulation layer is provided with some 3rd permeable holes.
By above-mentioned technical proposal, paved road can be irradiated by sunlight for a long time, and thermal insulation layer is arranged at underlayment with holding
Between double-layer, because in actual use, entirely the coating structure stability emphasis in addition to base course is embodied in underlayment
The structural stability of, thermal insulation layer itself can be greatly reduced heat and conduct between underlayment and base course, and bottom is greatly lowered
The probability that base layer structure changes, so as to help to lift the actual life of paved road；In addition, being opened on thermal insulation layer
If some 3rd permeable holes, rainwater can realize that infiltration is acted on by the 3rd permeable hole.
It is preferred that, the thermal insulation layer is antimony-doped stannic oxide layer
By above-mentioned technical proposal, antimony-doped stannic oxide layer can effectively reflect infrared light so that whole paved road knot
Structure has heat insulation and heat control performance, applies to urban road, square, parkway, meets low-carbon, environmental protection, ecological requirement.
It is preferred that, sunscreen layer is provided between permeable bed course and the permeable skid surface layer, the sunscreen layer is provided with some
4th permeable hole.
By above-mentioned technical proposal, paved road for a long time can be irradiated by sunlight, and sunscreen layer can effective block sunlight
Irradiation, and sunscreen layer, positioned between permeable bed course and permeable skid surface layer, solar ray energy is directly barred from permeable skid surface layer,
The irradiation influence that sunlight is produced on inner. layers is greatly lowered, so as to help to lift the actual life of paved road；
In addition, opening up some 4th permeable holes in sunscreen layer, rainwater can realize that infiltration is acted on by the 4th permeable hole.
It is preferred that, the sunscreen layer is clad aluminum layers of foil.
By above-mentioned technical proposal, foil laminated film is the most frequently used compound wound membrane, usually contains fine aluminium and aluminizes, machinery
Intensity is good, it is lightweight, tool light-proofness it is good, have stronger albedo to light, be difficult to be corroded, effective sun-proof result can be reached.
It is preferred that, the underlayment is made up of rubble.
By above-mentioned technical proposal, there is more water guide gap, water can be passed through should in the underlayment that rubble is made inside it
Underlayment realizes draining.
Brief description of the drawings
Fig. 1 is the structural representation of embodiment, the inner layer structure for showing embodiment.
Reference：1st, base course；2nd, underlayment；3rd, thermal insulation layer；4th, the 3rd permeable hole；5th, supporting course；6th, bearing plate；7、
First extension rod；8th, the second extension rod；9th, main permeable hole；10th, water-permeable passage；11st, the first permeable hole；12nd, the second permeable hole；
13rd, permeable bed course；14th, sunscreen layer；15th, the 4th permeable hole；16th, permeable skid surface layer.
Embodiment
The utility model is described in further detail below in conjunction with accompanying drawing.
One kind is applied to municipal paved road structure, shown in Figure 1, including base course 1, the side of base course 1 according to
It is secondary to be provided with underlayment 2, thermal insulation layer 3, supporting course 5, permeable bed course 13, sunscreen layer 14, permeable skid surface layer 16；
Wherein, shown in Figure 1, underlayment 2 is made up of rubble；Thermal insulation layer 3 is then antimony-doped stannic oxide layer, in thermal insulation layer
Some 3rd permeable holes 4 are provided with 3；Sunscreen layer 14 is clad aluminum layers of foil, and some 4th permeable holes are provided with sunscreen layer 14
15。
Then it is described in detail below for supporting course 5：
Shown in Figure 1, supporting course 5 includes the bearing plate 6 in horizontal positioned, and bearing plate 6 is provided with some main permeable holes
9, main permeable hole 9, the 3rd permeable hole 4, the three of the 4th permeable hole 15 preferably correspond setting, can be more beneficial for draining；This holds
Some first extension rods 7 are extended upward on the side wall of weight plate 6, the length direction of every first extension rod 7 is vertical direction, the
One extension rod 7 sequentially passes through permeable bed course 13, sunscreen layer 14 respectively, and the global shape of the first extension rod 7 is truncated cone-shaped, and first prolongs
The big end of boom 7, which is fixed, to be located on bearing plate 6, and the small end of the first extension rod 7 is located in permeable skid surface layer 16；
It is shown in Figure 1, some second extension rods 8, the second extension rod 8 are extended downwardly out on the side wall of the bearing plate 6
With the first extension rod 7 correspond set, second extension rod 8 pass through thermal insulation layer 3 and underlayment 2, the second extension rod 8 it is whole
Shape is also truncated cone-shaped, and the big end of the second extension rod 8, which is fixed, to be located on bearing plate 6, the small end and base course of the second extension rod 8
1 side wall offsets；
It is shown in Figure 1, it is also provided with some being correspondingly arranged with the first extension rod 7 and the second extension rod 8 in bearing plate 6
Water-permeable passage 10, each water-permeable passage 10 simultaneously connection prolongs in bearing plate 6, corresponding first extension rod 7, corresponding second
Boom 8, is provided with the first permeable hole 11 on the lateral wall of the first extension rod 7, and the lateral wall of the second extension rod 8 is permeable provided with second
Hole 12, the first permeable hole 11 and the second permeable hole 12 are communicated with inside water-permeable passage 10.
In actual use：
Water on ground, on the one hand, through permeable skid surface layer 16, the 4th permeable hole 15 in sunscreen layer 14, permeable pad
Layer 13, the main permeable hole 9 on bearing plate 6, the 3rd permeable hole 4 on thermal insulation layer 3, underlayment 2；
On the other hand, permeable skid surface layer 16, sunscreen layer 14, the water in permeable bed course 13 can be entered by the first permeable hole 11
Enter to water-permeable passage 10, finally discharge, entered in underlayment 2 from the second permeable hole 12.
Described above is only exemplary embodiment of the present utility model, not for limitation protection model of the present utility model
Enclose, protection domain of the present utility model is determined by appended claim.
Claims (8)
1. one kind be applied to municipal paved road structure, including set gradually from bottom to up base course (1), underlayment (2),
Supporting course (5), permeable bed course (13), permeable skid surface layer (16), it is characterized in that：The supporting course (5) includes bearing plate (6),
The bearing plate (6) is provided with some first extension rods (7), some second extension rods (8), and first extension rod (7) passes through
Permeable bed course (13) and end are located on permeable skid surface layer (16)；Second extension rod (8) passes through underlayment (2) and end
Offseted with base course (1), the bearing plate (6) is provided with some main permeable holes (9).
2. it is according to claim 1 a kind of applied to municipal paved road structure, it is characterized in that：Also include water-permeable passage
(10), first extension rod (7) is oppositely arranged with the second extension rod (8), and the outer bar wall of first extension rod (7) is provided with
First permeable hole (11), the outer bar wall of second extension rod (8) is provided with the second permeable hole (12), the water-permeable passage (10)
Simultaneously by the first extension rod (7), the second extension rod (8), the first permeable hole (11) with the second permeable hole (12) and meanwhile with it is permeable
Communicated inside passage (10).
3. it is according to claim 1 a kind of applied to municipal paved road structure, it is characterized in that：First extension rod
(7) and the shape of the second extension rod (8) is truncated cone-shaped, bearing plate (6) is fixed at the big end of first extension rod (7)
On, the big end of second extension rod (8) is fixed on bearing plate (6).
4. it is according to claim 1 a kind of applied to municipal paved road structure, it is characterized in that：The underlayment (2)
Thermal insulation layer (3) is provided between supporting course (5), thermal insulation layer (3) is provided with some 3rd permeable holes (4).
5. it is according to claim 4 a kind of applied to municipal paved road structure, it is characterized in that：The thermal insulation layer (3)
For antimony-doped stannic oxide layer.
6. it is according to claim 1 a kind of applied to municipal paved road structure, it is characterized in that：The permeable bed course
(13) sunscreen layer (14) is provided between permeable skid surface layer (16), the sunscreen layer (14) is provided with some 4th permeable holes
(15)。
7. it is according to claim 6 a kind of applied to municipal paved road structure, it is characterized in that：The sunscreen layer (14)
For clad aluminum layers of foil.
8. it is according to claim 1 a kind of applied to municipal paved road structure, it is characterized in that：The underlayment (2)
It is made up of rubble.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720147568.5U CN206477207U (en) | 2017-02-17 | 2017-02-17 | One kind is applied to municipal paved road structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720147568.5U CN206477207U (en) | 2017-02-17 | 2017-02-17 | One kind is applied to municipal paved road structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206477207U true CN206477207U (en) | 2017-09-08 |
Family
ID=59748179
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720147568.5U Expired - Fee Related CN206477207U (en) | 2017-02-17 | 2017-02-17 | One kind is applied to municipal paved road structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206477207U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108086083A (en) * | 2017-11-22 | 2018-05-29 | 温州伟国建设有限公司 | Road cushion |
| CN108374301A (en) * | 2018-02-02 | 2018-08-07 | 南通城欣市政工程有限公司 | Road surface structure and its construction method |
-
2017
- 2017-02-17 CN CN201720147568.5U patent/CN206477207U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108086083A (en) * | 2017-11-22 | 2018-05-29 | 温州伟国建设有限公司 | Road cushion |
| CN108374301A (en) * | 2018-02-02 | 2018-08-07 | 南通城欣市政工程有限公司 | Road surface structure and its construction method |
| CN108374301B (en) * | 2018-02-02 | 2020-04-28 | 南通城欣市政工程有限公司 | Road pavement structure |
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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: 20170908 |