CN207672360U - A kind of transformation asphalt pavement structure - Google Patents
A kind of transformation asphalt pavement structure Download PDFInfo
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- CN207672360U CN207672360U CN201721737693.8U CN201721737693U CN207672360U CN 207672360 U CN207672360 U CN 207672360U CN 201721737693 U CN201721737693 U CN 201721737693U CN 207672360 U CN207672360 U CN 207672360U
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- asphalt
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- cement concrete
- adhesion coating
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Abstract
The utility model discloses a kind of transformation asphalt pavement structures, including lime-soil base, anti-splitting paster and cement concrete pavement layer, the lime-soil base is equipped with cement concrete pavement layer, crack slot is equipped in the cement concrete pavement layer, the cement concrete pavement layer is equipped with anti-splitting paster, downside is arranged among anti-splitting paster in the crack slot, the anti-splitting paster is equipped with rubber asphalt stress absorbing layer, the rubber asphalt stress absorbing layer is equipped with the second emulsified asphalt adhesion coating, the second emulsified asphalt adhesion coating is equipped with 20C layers of SBS modified asphalt concrete AC, the SBS modified asphalt concretes AC 20C layers are equipped with the first emulsified asphalt adhesion coating, the first emulsified asphalt adhesion coating is equipped with 13 layers of stone mastic asphalt SMA.The utility model improves road surface rutting resistance, anti-slide performance, greatly prolongs service life of road surface by reinforcing Deteriorated concrete pavement Disease Processing, being laid with Anticracking plaster, making rubber stress absorbing layer and using high performance modified bitumen mixture.
Description
Technical field
The utility model is related to Deteriorated concrete pavement pavement of road face layer renovation technique field, specifically a kind of transformation pitches
Pavement structure.
Background technology
Cement concrete pavement is also known as white pavement, because it is with the spies such as intensity height, long lifespan, easy construction, at low cost
Point was once the common pavement structure form of urban road.But with the development of the city, the volume of traffic increases severely, cement concrete pavement
Noise is big, the shortcomings of plate stitch is jolted, road-ability is poor, repair is long in time limit is increasingly prominent, therefore being adopted each city in recent years more
It is transformed with the way of Paving Bituminous Concrete face layer（It is commonly called as asphalt plus concrete road）, both it had been avoided that excavating old pavement caused
The wasting of resources, but the performances such as antiskid, noise reduction, durability and road-ability that can make pavement of road face layer obtain greatly
Improve.At present when morning-night is transformed, majority is direct making asphalt concrete pavement, technique on Old cement concrete
Simply, gradually show following two problems in use：First, Old cement concrete crack and plate stitch do not carry out spy
Different processing, causes Asphalt Concrete Overlay reflection crack easily occur；Second is that cement concrete is rigid base, do not have good
Load, stress and deformation diffusivity, cause Asphalt Concrete Overlay track easily occur.
Utility model content
The purpose of this utility model is to provide a kind of transformation asphalt pavement structures, to solve to propose in above-mentioned background technology
The problem of.
To achieve the above object, the utility model provides the following technical solutions：
A kind of transformation asphalt pavement structure, including lime-soil base, SMA-13 layers of stone mastic asphalt, first
Emulsified asphalt adhesion coating, the second emulsified asphalt adhesion coating, rubber asphalt stress absorbing layer, resists AC-20C layers of SBS modified asphalt concretes
Patch and cement concrete pavement layer are split, the lime-soil base is equipped with cement concrete pavement layer, crack slot, institute are equipped in the cement concrete pavement layer
It states cement concrete pavement layer and is equipped with anti-splitting paster, downside is arranged among anti-splitting paster in the crack slot, and the anti-splitting paster is equipped with rubber
Pitch stress absorbing layer, the rubber asphalt stress absorbing layer are equipped with the second emulsified asphalt adhesion coating, second emulsified asphalt
Adhesion coating is equipped with AC-20C layers of SBS modified asphalt concretes, and the SBS modified asphalt concretes AC-20C layers are equipped with the first breast
Change pitch adhesion coating, the first emulsified asphalt adhesion coating is equipped with SMA-13 layers of stone mastic asphalt, the anti-splitting paster
Using high load capacity high-strength composite self-adhesive film, structure includes three layers：Middle layer is flexible highdensity pitch, and upper layer is one
Heat-resisting, high intensity the woven polyester reinforcement fabric of layer, lower layer are one layer of heat-resisting non-thermoplastic for carrying self-adhesion modified poly body pitch
Polyester textile.
As further program of the utility model：The crack groove depth is identical as cement concrete pavement layer thickness.
As the utility model further scheme：The anti-splitting paster length is 50cm.
As the utility model further scheme：The crack groove depth is the 2/3 of cement concrete pavement layer thickness, described
Crack well width is 1.5-2cm.
As the utility model further scheme：The SBS modified asphalt concretes AC-20C layer thickness is 6cm.
As the utility model further scheme：The stone mastic asphalt SMA-13 layer thickness is
4cm。
As the utility model further scheme：The rubber asphalt stress absorption layer thickness is 1cm.
Compared with prior art, the utility model has the beneficial effects that：The utility model is by reinforcing Deteriorated concrete pavement
Disease Processing is laid with Anticracking plaster, making rubber stress absorbing layer and uses this series of measures of high performance modified bitumen mixture,
The appearance of the development and reflection crack in effective containment crack, while improving the usability such as road surface rutting resistance, anti-slide performance
Can, service life of road surface is greatly prolonged, there are huge economic results in society.
Description of the drawings
Fig. 1 is the schematic diagram for the constructive embodiment 1 that asphalt pavement structure is transformed.
Fig. 2 is the schematic diagram for the constructive embodiment 2 that asphalt pavement structure is transformed.
Specific implementation mode
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
The every other embodiment obtained, shall fall within the protection scope of the present invention.
Embodiment 1
Referring to Fig. 1, in the utility model embodiment, a kind of transformation asphalt pavement structure, including lime-soil base 1, drip
Green mastic-broken stone mixture SMA-13 layers 2, the first emulsified asphalt adhesion coating 3, SBS modified asphalt concretes AC-20C layers 4, second
Emulsified asphalt adhesion coating 5, rubber asphalt stress absorbing layer 6, anti-splitting paster 7 and cement concrete pavement layer 8, the lime-soil base 1 are equipped with
Cement concrete pavement layer 8, the cement concrete pavement layer 8 is interior to be equipped with crack slot 9, using aggregate chips and the epoxy resin cementation of fissures, the Cement Concrete face
Layer 8 is equipped with anti-splitting paster 7, and on the downside of 7 centre of anti-splitting paster, the anti-splitting paster length is 50cm, described to split for the setting of crack slot 9
9 depth of slot is the 2/3 of 8 thickness of cement concrete pavement layer, and 9 width of crack slot is 1.5-2cm, and the anti-splitting paster 7 is equipped with rubber
Glue pitch stress absorbing layer 6,6 thickness of rubber asphalt stress absorbing layer is 1cm, on the rubber asphalt stress absorbing layer 6
Equipped with the second emulsified asphalt adhesion coating 5, the second emulsified asphalt adhesion coating 5 is equipped with SBS modified asphalt concretes AC-20C layers 4,
4 thickness of SBS modified asphalt concretes AC-20C layers is 6cm, and the SBS modified asphalt concretes AC-20C layers 4 are equipped with
First emulsified asphalt adhesion coating 3, the first emulsified asphalt adhesion coating 3 are equipped with stone mastic asphalt SMA-13 layers 2, institute
It is 4cm to state 2 thickness of stone mastic asphalt SMA-13 layers, and the anti-splitting paster 7 uses high load capacity high-strength composite certainly
Mucous membrane, structure include three layers：Middle layer is flexible highdensity pitch, and upper layer is one layer of heat-resisting, high intensity woven polyester
Reinforcement fabric, lower layer are one layer of heat-resisting non-textile polyester fabrics for carrying self-adhesion modified poly body pitch, are had following larger
Tensile strength can effectively offset tensile stress at crack, reinforce crack and limit its development；There is good low-temperature flexibility simultaneously
Performance plays energy dissipating cushioning effect, effective to absorb seam crossing temperature contracting deformation；In addition it can play the role of water proof antiseepage, prevent road
Face structure intermediary water is permeated downwards by crack or seam, is kept the drying of sub-surface, is effectively avoided the hair of Moisture Damage phenomenon
It is raw.
Embodiment 2
Referring to Fig. 2, difference from Example 1 is, 9 depth of crack slot is identical as 8 thickness of cement concrete pavement layer,
Using the heated bitumen cementation of fissures.
When the utility model is used, whole milling is carried out to old pavement first, eliminates slight crack and plate faulting of slab ends, and
Surface laitance is removed, makes face layer aggregate particle partial denudation, increases the contact area and cohesive force with bitumen layer thereon, to moderate
Crack is expanded using groover after seam tamps crack slot 9 with cleaning aggregate chips with mixture of epoxy resins；To severe crack and disconnected plate, edge
Present situation pavement joint is not less than 4.5Mpa using flexural strength cement concrete after excavating cement concrete slab pours again；
When base is also crushed, Shang Yingxian uses cement stabilized macadam after excavating damaged base（Area is larger to can be used machine spreading
When）Or C20 cement concretes（Local small area）It changes and fills out, Deteriorated concrete pavement plate seam is fully erased clean by old joint sealing material
Again secondly the cementation of fissures afterwards is laid with water-proofing anticracking patch 7 in crack and plate seam crossing, all technical of anti-splitting paster 7 should meet
《Asphalt overlay polymer modified asphalt anti-splitting paster》Regulation；Be laid with anti-splitting paster 7 when it is ensured that road surface cleaning drying, and
It is rolled repeatedly using pneumatic-tired rollers, it is ensured that anti-splitting paster is finally laid with steady in tight, combining closely with road surface of unfolding completely
Sizing rubber stress absorbing layer 6, uniformly sprays rubber asphalt using distribution vehicle, uniformly dispenses single particle size rubble thereon and uses
Pneumatic-tired rollers grinding compacting removes thereafter not glued rubble, and avoiding extra building stones from forming weak intercalated layer influences and upper layer
Caking property, in this transformation, asphalt overlay is designed as two layers, overall thickness 10cm, and cutting optimal is 6cm thickness SBS modified pitch
Concrete C-20C layers 4, upper layer are 4cm thickness stone mastic asphalt SMA-13 layers 2, utilize modified asphalt mixture
Excellent performance, effectively improve the performances such as rutting resistance, anti-slide performance, water stability and the durability of overlay.
It is obvious to a person skilled in the art that the present invention is not limited to the details of the above exemplary embodiments, and
And without departing substantially from the spirit or essential attributes of the utility model, it can realize that this practicality is new in other specific forms
Type.Therefore, in all respects, the present embodiments are to be considered as illustrative and not restrictive, this practicality is new
The range of type is indicated by the appended claims rather than the foregoing description, it is intended that containing in the equivalent requirements of the claims will be fallen
All changes in justice and range are embraced therein.Any reference numeral in claim should not be considered as limitation
Involved claim.
In addition, it should be understood that although this specification is described in terms of embodiments, but not each embodiment is only wrapped
Containing an independent technical solution, this description of the specification is merely for the sake of clarity, and those skilled in the art should
It considers the specification as a whole, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art
The other embodiment being appreciated that.
Claims (7)
1. a kind of transformation asphalt pavement structure, including lime-soil base（1）, SMA-13 layers of stone mastic asphalt（2）、
First emulsified asphalt adhesion coating（3）, AC-20C layers of SBS modified asphalt concretes（4）, the second emulsified asphalt adhesion coating（5）, rubber asphalt
Stress absorbing layer（6）, anti-splitting paster（7）And cement concrete pavement layer（8）, which is characterized in that the lime-soil base（1）It is equipped with cement
Concrete face layer（8）, the cement concrete pavement layer（8）It is interior to be equipped with crack slot（9）, the cement concrete pavement layer（8）It is equipped with anti-splitting paster（7）,
The crack slot（9）It is arranged in anti-splitting paster（7）Intermediate downside, the anti-splitting paster（7）It is equipped with rubber asphalt stress absorbing layer
（6）, the rubber asphalt stress absorbing layer（6）It is equipped with the second emulsified asphalt adhesion coating（5）, the second emulsified asphalt adhesion coating
（5）It is equipped with AC-20C layers of SBS modified asphalt concretes（4）, AC-20C layers of the SBS modified asphalt concretes（4）It is equipped with
First emulsified asphalt adhesion coating（3）, the first emulsified asphalt adhesion coating（3）It is equipped with SMA-13 layers of stone mastic asphalt
（2）, the anti-splitting paster（7）Using high load capacity high-strength composite self-adhesive film, structure includes three layers：Middle layer is flexible highly dense
The pitch of degree, upper layer are one layer of heat-resisting, high intensity woven polyester reinforcement fabrics, and lower layer is one layer and carries self-adhesion modified poly body
The heat-resisting non-textile polyester fabric of pitch.
2. transformation asphalt pavement structure according to claim 1, which is characterized in that the crack slot（9）Depth and cement
Concrete face layer（8）Thickness is identical.
3. transformation asphalt pavement structure according to claim 1, which is characterized in that the anti-splitting paster（7）Length is 50cm.
4. transformation asphalt pavement structure according to claim 1, which is characterized in that the crack slot（9）Depth is cement
Concrete face layer（8）The 2/3 of thickness, the crack slot（9）Width is 1.5-2cm.
5. transformation asphalt pavement structure according to claim 1, which is characterized in that the SBS modified asphalt concretes AC-
20C layers（4）Thickness is 6cm.
6. transformation asphalt pavement structure according to claim 1, which is characterized in that the stone mastic asphalt
SMA-13 layers（2）Thickness is 4cm.
7. transformation asphalt pavement structure according to claim 1, which is characterized in that the rubber asphalt stress absorbing layer
（6）Thickness is 1cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721737693.8U CN207672360U (en) | 2017-12-13 | 2017-12-13 | A kind of transformation asphalt pavement structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721737693.8U CN207672360U (en) | 2017-12-13 | 2017-12-13 | A kind of transformation asphalt pavement structure |
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| Publication Number | Publication Date |
|---|---|
| CN207672360U true CN207672360U (en) | 2018-07-31 |
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ID=62969426
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| CN201721737693.8U Expired - Fee Related CN207672360U (en) | 2017-12-13 | 2017-12-13 | A kind of transformation asphalt pavement structure |
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| CN (1) | CN207672360U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112779835A (en) * | 2020-12-30 | 2021-05-11 | 同济大学 | Anti-reflection crack road surface structure based on flexible transformation of rigid road surface |
| CN114922022A (en) * | 2022-05-31 | 2022-08-19 | 广西交投科技有限公司 | Reflection-resistant asphalt pavement crack treatment method and construction process thereof |
-
2017
- 2017-12-13 CN CN201721737693.8U patent/CN207672360U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112779835A (en) * | 2020-12-30 | 2021-05-11 | 同济大学 | Anti-reflection crack road surface structure based on flexible transformation of rigid road surface |
| CN114922022A (en) * | 2022-05-31 | 2022-08-19 | 广西交投科技有限公司 | Reflection-resistant asphalt pavement crack treatment method and construction process thereof |
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|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180731 Termination date: 20211213 |
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| CF01 | Termination of patent right due to non-payment of annual fee |