CN205804077U - A kind of permanent seal cooling Asphalt Pavement Structure for Country Highways - Google Patents
A kind of permanent seal cooling Asphalt Pavement Structure for Country Highways Download PDFInfo
- Publication number
- CN205804077U CN205804077U CN201620464983.9U CN201620464983U CN205804077U CN 205804077 U CN205804077 U CN 205804077U CN 201620464983 U CN201620464983 U CN 201620464983U CN 205804077 U CN205804077 U CN 205804077U
- Authority
- CN
- China
- Prior art keywords
- pavement structure
- permanent seal
- seal cooling
- block rubber
- asphalt pavement
- 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
Abstract
This utility model belongs to road engineering technical field, relates to a kind of permanent seal cooling Asphalt Pavement Structure for Country Highways, including the SBS modified asphalt concrete surface layer, block rubber layer and the semi-rigid type base that are laid on the most successively on soil matrix;Tack coat is all laid between SBS modified asphalt concrete surface layer and block rubber layer and between block rubber layer and semi-rigid type base.This utility model provides a kind of permanent seal cooling Asphalt Pavement Structure for Country Highways, this pavement structure improves soil matrix requirement of strength, reduces the intensity of basic unit, thus greatly reduces the generation of Asphalt Pavement Damage, extend rural highway service life, reduce its overall life cycle cost.
Description
Technical field
This utility model belongs to road engineering technical field, relates to a kind of pavement structure, particularly relates to a kind of permanent seal cooling agriculture
Village's asphalt highway structure.
Background technology
Along with the development of highway in China construction, Country Road Construction is increasingly paid attention to by country and local government, as
What improves rural road pavement serviceability further and progressively becomes the problem that each side pays close attention to.Due to Country Road Construction face all the time
Facing the problem that investment is deficient, often use the cement pavement that cost is relatively low, even if using bituminous paving, the thickness of bitumen layer is the most non-
The thinnest, only 4~5cm, use semi-rigid type base below.Such bituminous paving is the shortest for service life, only 3~5 years will
The diseases such as rut, check crack, passage, pit occur on a large scale, and milling of having to heavily spreads.
Utility model content
The purpose of this utility model is to provide a kind of permanent seal cooling Asphalt Pavement Structure for Country Highways, and this pavement structure improves
Soil matrix requirement of strength, reduces the intensity of basic unit, thus greatly reduces the generation of Asphalt Pavement Damage, extend agriculture
Village's highway service life, reduce its overall life cycle cost.
For achieving the above object, this utility model adopts the following technical scheme that
A kind of permanent seal cooling Asphalt Pavement Structure for Country Highways, it is characterised in that: described permanent seal cooling rural highway bituminous paving
Structure includes SBS modified asphalt concrete surface layer, block rubber layer and the semi-rigid base being laid on the most successively on soil matrix
Layer;All lay between described SBS modified asphalt concrete surface layer and block rubber layer and between block rubber layer and semi-rigid type base
Tack coat.
As preferably, the grating of the SBS modified asphalt concrete surface layer that this utility model uses is AC-13;Described SBS changes
The thickness of property asphalt concrete pavement is 4cm~5cm.
As preferably, the block rubber layer that this utility model uses is melted condensation by little tire shoddy and forms;Described rubber
The thickness of block layer is 4~5cm.
As preferably, the semi-rigid type base that this utility model uses is cement stabilized macadam base or lime stabilization rubble base
Layer, the thickness of described semi-rigid type base is 10~15cm, and the intensity of described semi-rigid type base is more than 2.0MPa and less than 3.0MPa.
As preferably, the intensity of the soil matrix that this utility model uses is more than 60MPa.
As preferably, the tack coat that this utility model uses is modified emulsifying asphalt tack coat;The spreading of described tack coat
Amount is 0.3~0.6L/m2。
This utility model compared with the prior art, has the following advantages and beneficial effect:
This utility model provides a kind of permanent seal cooling Asphalt Pavement Structure for Country Highways, including being laid on the most successively
SBS modified asphalt concrete surface layer, block rubber layer and semi-rigid type base on soil matrix;SBS modified asphalt concrete surface layer with
Tack coat is all laid between block rubber layer and between block rubber layer and semi-rigid type base.This utility model uses SBS modification drip
Blue or green concrete provides the bearing capacity of pavement structure, has good driving comfort and antiskid security performance.Block rubber is laid on
The lower floor of bituminous concrete, defines the supporting construction of softness, has largely spread the load stress in asphalt surface course.Half
The more conventional way of intensity of rigid base reduces 1~2MPa, decreases the cracking under load and humiture effect.Soil matrix intensity
Require to improve, shared the increasing of the soil matrix load stress brought owing to semi-rigid type base requirement of strength reduces to a certain extent
Greatly.Connect with tack coat between each layer in road surface, it is ensured that interlayer is continuous so that pavement structure provides enough as an entirety
Bearing capacity.Ooze under preventing and treating moisture, it is ensured that road surface water stabilizing simultaneously.Whole pavement structure is more preferable compared with conventional pav structure
Load stress is diffused into the deeper scope in road surface.Ensure that whole pavement structure was protected in longer time 8~10 years
Hold good serviceability.
Accompanying drawing explanation
Fig. 1 is the structural representation of pavement structure provided by the utility model;
Wherein:
1-SBS modified asphalt concrete surface layer;2-tack coat;3-block rubber layer;4-semi-rigid type base.
Detailed description of the invention
In conjunction with drawings and Examples, this utility model is further described, but this utility model is not limited only to down
The embodiment stated.
Seeing Fig. 1, this utility model provides a kind of permanent seal cooling Asphalt Pavement Structure for Country Highways, including from top to bottom depending on
Secondary SBS modified asphalt concrete surface layer 1, block rubber layer 3 and the semi-rigid type base 4 being laid on soil matrix;SBS modified pitch mixes
Tack coat 2 is all laid between solidifying soil surface layer 1 and block rubber layer 3 and between block rubber layer 3 and semi-rigid type base 4.
Wherein, the grating of SBS modified asphalt concrete surface layer 1 is AC-13;The thickness of SBS modified asphalt concrete surface layer 1
It is 4cm~5cm;Block rubber layer 3 is melted condensation by little tire shoddy and forms;The thickness of block rubber layer 3 is 4~5cm.Semi-rigid
Basic unit 4 is cement stabilized macadam base or lime stabilization crushed rock base course, and the thickness of semi-rigid type base 4 is 10~15cm, semi-rigid
The intensity of basic unit 4 is more than 2.0MPa and less than 3.0MPa.The intensity of soil matrix is more than 60MPa.Tack coat 2 is that modified emulsifying asphalt glues
Knot layer 2;The spreading amount of tack coat 2 is 0.3~0.6L/m2。
Claims (6)
1. a permanent seal cooling Asphalt Pavement Structure for Country Highways, it is characterised in that: described permanent seal cooling rural highway bituminous paving is tied
Structure includes SBS modified asphalt concrete surface layer, block rubber layer and the semi-rigid type base being laid on the most successively on soil matrix;
Bonding is all laid between described SBS modified asphalt concrete surface layer and block rubber layer and between block rubber layer and semi-rigid type base
Layer.
Permanent seal cooling Asphalt Pavement Structure for Country Highways the most according to claim 1, it is characterised in that: described SBS modification drips
The grating of blue or green concrete topping is AC-13;The thickness of described SBS modified asphalt concrete surface layer is 4cm ~ 5cm.
Permanent seal cooling Asphalt Pavement Structure for Country Highways the most according to claim 2, it is characterised in that: described block rubber layer by
Little tire shoddy melts condensation and forms;The thickness of described block rubber layer is 4 ~ 5cm.
4. according to the permanent seal cooling Asphalt Pavement Structure for Country Highways described in claim 1 or 2 or 3, it is characterised in that: described half just
Property basic unit is cement stabilized macadam base or lime stabilization crushed rock base course, and the thickness of described semi-rigid type base is 10 ~ 15cm, described
The intensity of semi-rigid type base is more than 2.0MPa and less than 3.0MPa.
Permanent seal cooling Asphalt Pavement Structure for Country Highways the most according to claim 4, it is characterised in that: the intensity of described soil matrix
More than 60MPa.
Permanent seal cooling Asphalt Pavement Structure for Country Highways the most according to claim 5, it is characterised in that: described tack coat is to change
Property emulsified asphalt tack coat;The spreading amount of described tack coat is 0.3 ~ 0.6L/m2。
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620464983.9U CN205804077U (en) | 2016-05-19 | 2016-05-19 | A kind of permanent seal cooling Asphalt Pavement Structure for Country Highways |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620464983.9U CN205804077U (en) | 2016-05-19 | 2016-05-19 | A kind of permanent seal cooling Asphalt Pavement Structure for Country Highways |
Publications (1)
Publication Number | Publication Date |
---|---|
CN205804077U true CN205804077U (en) | 2016-12-14 |
Family
ID=57499833
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201620464983.9U Expired - Fee Related CN205804077U (en) | 2016-05-19 | 2016-05-19 | A kind of permanent seal cooling Asphalt Pavement Structure for Country Highways |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN205804077U (en) |
-
2016
- 2016-05-19 CN CN201620464983.9U patent/CN205804077U/en not_active Expired - Fee Related
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN103498399A (en) | Novel asphalt concrete pavement structure | |
CN103628380A (en) | Low-dose cement modified graded broken stone base pavement | |
CN102051848B (en) | HMA/CC (Hot-Mix Asphalt)/(Cement Concrete) composite type pavement structure and constructing method thereof | |
CN205387650U (en) | But split bituminous pavement structure that shears | |
CN207259961U (en) | A kind of Reflection Cracking type heavy traffic drainage pavement paving structure | |
CN201296895Y (en) | Vertical cracking pavement repair structure | |
CN110714389A (en) | Ultrathin high-performance composite semi-flexible surface layer pavement structure and construction method thereof | |
CN105463990B (en) | steel bridge deck paving structure and method | |
CN101748672A (en) | Cold-regenerated road surface structure | |
CN107724200B (en) | A kind of asphalt pavement structure of Heavy Traffic | |
CN106192658A (en) | The pavement structure of traffic route | |
CN205115945U (en) | Double -deck synchronous surface dressing stress absorption structure | |
CN205775690U (en) | A kind of bituminous paving with cracking resistance and fracture resistance | |
CN108360327A (en) | A kind of permanent seal cooling advanced composite material (ACM) road structure and construction method | |
CN206706487U (en) | Nano-rubber particle high resiliency road surface seal coat structure | |
CN205804077U (en) | A kind of permanent seal cooling Asphalt Pavement Structure for Country Highways | |
CN209211198U (en) | A kind of urban environmental protection road surface | |
CN208250850U (en) | A kind of steel slag road paving structure | |
CN204000529U (en) | Engineering asphalt pavement structure | |
CN205711601U (en) | A kind of super viscous wearing course paving structure of cement pavement enhancement mode | |
CN203668790U (en) | Improved graded broken stone base pavement structure | |
CN211256538U (en) | Ultrathin high-performance composite semi-flexible surface layer pavement structure | |
CN208072118U (en) | A kind of warm-mixed asphalt pavement structure applied to bus rapid transit special lane | |
CN205839509U (en) | A kind of economic and practical type rural road pavement structure | |
CN104343067B (en) | A kind of Heavy Traffic Long Life Asphalt Pavement |
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 | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161214 Termination date: 20190519 |