CN205804068U - Town road structure - Google Patents
Town road structure Download PDFInfo
- Publication number
- CN205804068U CN205804068U CN201620700228.6U CN201620700228U CN205804068U CN 205804068 U CN205804068 U CN 205804068U CN 201620700228 U CN201620700228 U CN 201620700228U CN 205804068 U CN205804068 U CN 205804068U
- Authority
- CN
- China
- Prior art keywords
- layer
- lane
- concrete layer
- asphalt
- greenbelt
- 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
- 239000010438 granite Substances 0.000 claims abstract description 32
- 239000010426 asphalt Substances 0.000 claims abstract description 29
- 239000004568 cement Substances 0.000 claims abstract description 24
- 239000002893 slag Substances 0.000 claims abstract description 21
- 239000011384 asphalt concrete Substances 0.000 claims abstract description 20
- 239000011248 coating agent Substances 0.000 claims abstract description 17
- 238000000576 coating method Methods 0.000 claims abstract description 17
- 230000001804 emulsifying effect Effects 0.000 claims abstract description 17
- 239000004567 concrete Substances 0.000 claims abstract description 12
- 239000007788 liquid Substances 0.000 claims abstract description 12
- 239000011449 brick Substances 0.000 claims abstract description 5
- 239000000463 material Substances 0.000 claims abstract description 5
- 238000010276 construction Methods 0.000 claims description 12
- 229910000831 Steel Inorganic materials 0.000 claims description 4
- RSWGJHLUYNHPMX-ONCXSQPRSA-N abietic acid Chemical compound C([C@@H]12)CC(C(C)C)=CC1=CC[C@@H]1[C@]2(C)CCC[C@@]1(C)C(O)=O RSWGJHLUYNHPMX-ONCXSQPRSA-N 0.000 claims description 4
- 239000010959 steel Substances 0.000 claims description 4
- -1 6cm Substances 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 5
- 239000002689 soil Substances 0.000 description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 238000010586 diagram Methods 0.000 description 2
- 239000011435 rock Substances 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 1
- 239000011230 binding agent Substances 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 238000002955 isolation Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000009738 saturating Methods 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 230000000087 stabilizing effect Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000004078 waterproofing Methods 0.000 description 1
Landscapes
- Road Paving Structures (AREA)
Abstract
This utility model town road structure, including being positioned at middle car lane, and is positioned at the bicycle lane of car lane both sides, is provided with footpath, is provided with greenbelt between car lane and bicycle lane outside bicycle lane；Car lane is from top to bottom respectively grain formula asphalt concrete layer in 4cm particulate formula asphalt concrete layer, modified emulsifying asphalt adhesion coating, 6cm, modified emulsifying asphalt adhesion coating, 8cm Coarse Graded Bituminous Concrete layer, liquid asphalt permeable layers, 36cm cement stabilized macadam base, 70cm pool slag punishment layer；Bicycle lane is from top to bottom respectively grain formula asphalt concrete layer in 4cm particulate formula asphalt concrete layer, modified emulsifying asphalt adhesion coating, 6cm, liquid asphalt permeable layers, 20cm cement stabilized macadam base, 60cm pool slag punishment layer；Footpath is from top to bottom respectively 6cm granite material ground brick layer, 3cm building building cement screed, 15cm cement concrete layer, 10cm metalling, 40cm pool slag punishment layer.There is structural stability high, planning rationally, service life length feature.
Description
Technical field
This utility model relates to a kind of road structure, and more specifically it relates to a kind of town road structure.
Background technology
Along with improving constantly of Urbanization in China, urban road construction mileage rapid development；To urban road construction
Requirement the most constantly increase, owing to urban road is as the critical facility of urban transportation, driving vehicle is more, after having built not
Preferably the most repeatedly construct；Therefore, urban road is different from general highway construction, and its planning requirement is more rigorous, construction quality
Requiring higher, service life requires longer, and how reaching above-mentioned requirements is the problem that existing municipal road construction side needs to solve.
Utility model content
The deficiency existed for prior art, the purpose of this utility model is to provide a kind of town road structure, has
Structural stability is high, planning rationally, service life length feature.
For achieving the above object, this utility model provides following technical scheme: a kind of town road structure, including being positioned at
Middle car lane, and it is positioned at the bicycle lane of car lane both sides, it is provided with footpath, motor vehicles outside bicycle lane
Greenbelt it is provided with between road and bicycle lane；Described car lane is from top to bottom respectively 4cm particulate formula Colophonium coagulation
In soil layer, modified emulsifying asphalt adhesion coating, 6cm, grain formula asphalt concrete layer, modified emulsifying asphalt adhesion coating, 8cm coarse grain formula Colophonium mix
Solidifying soil layer, liquid asphalt permeable layers, 36cm cement stabilized macadam base, 70cm pool slag punishment layer；Bicycle lane from top to bottom divides
Not Wei grain formula asphalt concrete layer in 4cm particulate formula asphalt concrete layer, modified emulsifying asphalt adhesion coating, 6cm, liquid asphalt saturating
Layer, 20cm cement stabilized macadam base, 60cm pool slag punishment layer；Footpath is from top to bottom respectively 6cm granite material ground
Brick layer, 3cm building building cement screed, 15cm cement concrete layer, 10cm metalling, 40cm pool slag punishment layer.
By using technique scheme, car lane of the present utility model and bicycle lane all use multilamellar Colophonium to mix
Solidifying soil layer is sandwiched between the structure of modified emulsifying asphalt adhesion coating, connects upper and lower two size by modified emulsifying asphalt adhesion coating
Different asphalt concrete layer so that connect more closely knit, improves anti-shear ability；It is steady that asphalt concrete layer is provided below cement
Determine broken stone foundation, have that intensity is high, bearing capacity big, the feature of resistance to erosion, and asphalt concrete layer and cement stabilized macadam base
Between be provided with liquid asphalt permeable layers, liquid asphalt permeable layers plays and prevents from oozing under water and pitch binder applied concrete layer and cement stabilizing
The effect of crushed rock base course, has preferable water proofing property and improves the structural strength of cement stabilized macadam base；Cement stabilized macadam
Being provided with thicker pool slag punishment layer below basic unit, fill up road foundation ditch by pool slag so that roadbed is more stable, intensity is preferable, improves
Bearing capacity；In sum, this utility model town road structure has structural stability height, intensity is big, water resistance is good；Use
The feature of life-span length, and its planning is rationally, is more suitable for urban road construction.
This utility model is further arranged to: the height of described greenbelt and footpath is higher than car lane and non-machine
Motor-car road.
By using technique scheme so that between footpath and greenbelt and car lane, bicycle lane
Form obvious demarcation line, drive a vehicle safer.
This utility model is further arranged to: be embedded with steel wire lattice in the middle of the 70cm pool slag punishment layer of described car lane
Grid.
By using technique scheme, the steel wire grid being embedded in carbon slag punishment layer can further improve car lane
The stability of place's roadbed, it is to avoid relative settlement.
This utility model is further arranged to: described greenbelt both sides are provided with granite curbstone plate, car lane with
Bicycle lane and greenbelt junction are provided with the flat slabstone of granite contacting at granite curbstone plate, granite curbstone plate
The bottom of slabstone flat with granite is connected by pea gravel concreten layer, pea gravel concreten layer in the inner side of greenbelt to flower hilllock
Rock kerbstone plate is formed with the supporting construction of triangle.
By using technique scheme, granite curbstone plate can be by greenbelt and car lane, bicycle lane
Separate, prevent greenbelt earth excessive；Granite curbstone plate can be carried out outside greenbelt by the flat slabstone of granite
Supporting, additionally the bottom of granite curbstone plate and the flat slabstone of granite is connected by pea gravel concreten layer, enhances both companies
Connect intensity and sealing property, and pea gravel concreten layer is also formed with triangle to granite curbstone plate in the inner side of greenbelt
The supporting construction of shape so that granite curbstone plate both sides are respectively provided with support, structural stability is high, and service life is long.
This utility model is further arranged to: the width of described car lane is 15m, and the width of every bicycle lane is
3m, the width of every footpath is 2m；The width of every greenbelt is 1.5m.
By using technique scheme, above-mentioned reasonable wide, it is more applicable for city road planning design.
In sum, it is high that this utility model provides a kind of structural stability, planning rationally, service life length municipal road
Line structure.
Accompanying drawing explanation
Fig. 1 is the schematic diagram of the present embodiment；
Fig. 2 is the schematic diagram that the present embodiment highlights granite curbstone plate support system.
Description of reference numerals: 1,4cm particulate formula asphalt concrete layer；2, modified emulsifying asphalt adhesion coating；3, grain formula drip in 6cm
Blue or green concrete layer；4, modified emulsifying asphalt adhesion coating；5,8cm Coarse Graded Bituminous Concrete layer；6, liquid asphalt permeable layers；7,36cm water
Cement-stabilizing broken stone basic unit；8,70cm pool slag punishment layer；9,4cm particulate formula asphalt concrete layer；10, modified emulsifying asphalt adhesion coating；
11, grain formula asphalt concrete layer in 6cm；12, liquid asphalt permeable layers；13,20cm cement stabilized macadam base；14,60cm pool slag
Punishment layer；15,6cm granite material ground brick layer；16,3cm building building cement screed；17,15cm cement concrete layer；18、
10cm metalling；19,40cm pool slag punishment layer；20, car lane；21, bicycle lane；22, footpath；23, greening isolation
Band；24, granite curbstone plate；25, the flat slabstone of granite；26, pea gravel concreten layer；27, supporting construction.
Detailed description of the invention
Below in conjunction with accompanying drawing, this utility model is described in further detail.
Present embodiment discloses a kind of town road structure, as it is shown in figure 1, include the 15m width car lane being positioned at centre
20, and it is positioned at the wide bicycle lane of 3m 21 of car lane 20 both sides, it is provided with the wide footpath of 2m 22, machine outside bicycle lane 21
The wide greenbelt of 1.5m 23 it is provided with between motor-car road 20 and bicycle lane 21；Greenbelt 23 and the height of footpath 22
Higher than car lane 20 and bicycle lane 21.
Car lane 20 is from top to bottom respectively 4cm particulate formula asphalt concrete layer 1, modified emulsifying asphalt adhesion coating 2,6cm
Middle grain formula asphalt concrete layer 3, modified emulsifying asphalt adhesion coating 4,8cm Coarse Graded Bituminous Concrete layer 5, liquid asphalt permeable layers 6,
36cm cement stabilized macadam base 7,70cm pool slag punishment layer 8；It is embedded with steel in the middle of the 70cm pool slag punishment layer 8 of car lane 20
Silk grid.
Bicycle lane 21 from top to bottom be respectively 4cm particulate formula asphalt concrete layer 9, modified emulsifying asphalt adhesion coating 10,
Grain formula asphalt concrete layer 11, liquid asphalt permeable layers 12,20cm cement stabilized macadam base 13,60cm pool slag punishment layer in 6cm
14；
Footpath 22 is from top to bottom respectively 6cm granite material ground brick layer, 3cm building building cement screed, 15cm water
Cement concrete layer, 10cm metalling, 40cm pool slag punishment layer.
As in figure 2 it is shown, greenbelt 23 both sides are provided with granite curbstone plate 24, car lane 20 and bicycle lane 21
The flat slabstone of granite 25 contacting at granite curbstone plate 24, granite curbstone plate 24 He it is provided with greenbelt 23 junction
The bottom of the flat slabstone of granite 25 is connected by pea gravel concreten layer 26, and pea gravel concreten layer 26 is in the inner side of greenbelt 23
Granite curbstone plate 24 is formed the supporting construction 27 of triangle.
Construction method, first to clear bottom roadbed foundation ditch table, leveling, rammed soil type of foundation, more successively constructs.
The foregoing is only preferred embodiment of the present utility model, be not limited to this utility model, all in this practicality
Within novel design concept, any modification, equivalent substitution and improvement etc. made, should be included in protection of the present utility model
Within the scope of.
Claims (5)
1. a town road structure, it is characterised in that: include the car lane (20) being positioned at centre, and be positioned at car lane
(20) bicycle lane (21) of both sides, bicycle lane (21) outside is provided with footpath (22), car lane (20) and non-machine
Greenbelt (23) it is provided with between motor-car road (21)；Described car lane (20) is from top to bottom respectively 4cm particulate formula Colophonium
Grain formula asphalt concrete layer (3) in concrete layer (1), modified emulsifying asphalt adhesion coating (2), 6cm, modified emulsifying asphalt adhesion coating (4),
8cm Coarse Graded Bituminous Concrete layer (5), liquid asphalt permeable layers (6), 36cm cement stabilized macadam base (7), 70cm pool slag are punished
Layer (8)；Bicycle lane (21) is from top to bottom respectively 4cm particulate formula asphalt concrete layer (9), modified emulsifying asphalt adhesion coating
(10), grain formula asphalt concrete layer (11), liquid asphalt permeable layers (12), 20cm cement stabilized macadam base (13), 60cm in 6cm
Pool slag punishment layer (14)；Footpath (22) is from top to bottom respectively 6cm granite material ground brick layer (15), 3cm building building cement
Screed (16), 15cm cement concrete layer (17), 10cm metalling (18), the 40cm pool slag punishment layer (19).
Town road structure the most according to claim 1, it is characterised in that: described greenbelt (23) and footpath
(22) height is higher than car lane (20) and bicycle lane (21).
Town road structure the most according to claim 1, it is characterised in that: at the 70cm pool slag of described car lane (20)
Control and be embedded with steel wire grid in the middle of layer (8).
4. according to the town road structure described in claim 1 or 2 or 3, it is characterised in that: described greenbelt (23) both sides
Be provided with granite curbstone plate (24), car lane (20) and bicycle lane (21) and greenbelt (23) junction be provided with to
Touch the flat slabstone of the granite (25) in granite curbstone plate (24), granite curbstone plate (24) and the end of the flat slabstone of granite (25)
Portion by pea gravel concreten layer (26) connect, pea gravel concreten layer (26) in the inner side of greenbelt (23) to granite curbstone
Plate (24) is formed with the supporting construction (27) of triangle.
Town road structure the most according to claim 2, it is characterised in that: the width of described car lane (20) is 15m,
The width of every bicycle lane (21) is 3m, and the width of every footpath (22) is 2m；The width of every greenbelt (23)
Degree is 1.5m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620700228.6U CN205804068U (en) | 2016-07-02 | 2016-07-02 | Town road structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620700228.6U CN205804068U (en) | 2016-07-02 | 2016-07-02 | Town road structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205804068U true CN205804068U (en) | 2016-12-14 |
Family
ID=58139658
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620700228.6U Expired - Fee Related CN205804068U (en) | 2016-07-02 | 2016-07-02 | Town road structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205804068U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106939537A (en) * | 2017-02-23 | 2017-07-11 | 王娟 | A kind of urban road of people's car separation |
| CN108999050A (en) * | 2018-07-30 | 2018-12-14 | 杨芳林 | A kind of pavement structure and its construction method |
| CN110029547A (en) * | 2019-04-28 | 2019-07-19 | 长江勘测规划设计研究有限责任公司 | A kind of urban road pedestrian passage unobstructed construction |
| CN114908630A (en) * | 2022-05-13 | 2022-08-16 | 山东电力工程咨询院有限公司 | Factory road structure and secondary permanent-temporary combined layered construction method |
-
2016
- 2016-07-02 CN CN201620700228.6U patent/CN205804068U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106939537A (en) * | 2017-02-23 | 2017-07-11 | 王娟 | A kind of urban road of people's car separation |
| CN108999050A (en) * | 2018-07-30 | 2018-12-14 | 杨芳林 | A kind of pavement structure and its construction method |
| CN110029547A (en) * | 2019-04-28 | 2019-07-19 | 长江勘测规划设计研究有限责任公司 | A kind of urban road pedestrian passage unobstructed construction |
| CN114908630A (en) * | 2022-05-13 | 2022-08-16 | 山东电力工程咨询院有限公司 | Factory road structure and secondary permanent-temporary combined layered construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| PP01 | Preservation of patent right | ||
| PP01 | Preservation of patent right |
Effective date of registration: 20190808 Granted publication date: 20161214 |
|
| PD01 | Discharge of preservation of patent | ||
| PD01 | Discharge of preservation of patent |
Date of cancellation: 20210425 Granted publication date: 20161214 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161214 |