CN110714389A - Ultrathin high-performance composite semi-flexible surface layer pavement structure and construction method thereof - Google Patents

Ultrathin high-performance composite semi-flexible surface layer pavement structure and construction method thereof Download PDF

Info

Publication number
CN110714389A
CN110714389A CN201911093251.8A CN201911093251A CN110714389A CN 110714389 A CN110714389 A CN 110714389A CN 201911093251 A CN201911093251 A CN 201911093251A CN 110714389 A CN110714389 A CN 110714389A
Authority
CN
China
Prior art keywords
layer
surface layer
pavement
flexible
semi
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.)
Pending
Application number
CN201911093251.8A
Other languages
Chinese (zh)
Inventor
章力
过震文
何家张
刘小方
何昌轩
白彦峰
庄恺琳
徐斌
张绪国
孙文州
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shanghai Qingpu Road Management Office
Shanghai Municipal Planning And Design Research Institute Co Ltd
Original Assignee
Shanghai Qingpu Road Management Office
Shanghai Municipal Planning And Design Research Institute Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Shanghai Qingpu Road Management Office, Shanghai Municipal Planning And Design Research Institute Co Ltd filed Critical Shanghai Qingpu Road Management Office
Priority to CN201911093251.8A priority Critical patent/CN110714389A/en
Publication of CN110714389A publication Critical patent/CN110714389A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C7/00Coherent pavings made in situ
    • E01C7/08Coherent pavings made in situ made of road-metal and binders
    • E01C7/32Coherent pavings made in situ made of road-metal and binders of courses of different kind made in situ
    • E01C7/34Coherent pavings made in situ made of road-metal and binders of courses of different kind made in situ made of several courses which are not bound to each other ; Separating means therefor, e.g. sliding layers
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00Details of pavings
    • E01C11/22Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
    • E01C11/224Surface drainage of streets
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00Details of pavings
    • E01C11/22Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
    • E01C11/224Surface drainage of streets
    • E01C11/225Paving specially adapted for through-the-surfacing drainage, e.g. perforated, porous; Preformed paving elements comprising, or adapted to form, passageways for carrying off drainage
    • E01C11/226Coherent pavings

Abstract

The invention relates to a high-performance composite semi-flexible surface layer pavement structure and a construction method thereof, wherein the pavement structure is arranged on a roadbed and comprises a base layer, a lower surface layer, a middle surface layer and an upper surface layer which are sequentially arranged from bottom to top, wherein the middle surface layer is a semi-flexible surface layer, the upper surface layer is a small-particle-size open-graded drainage asphalt mixture surface layer, and the lower surface layer is a coarse-particle asphalt mixture surface layer. The semi-flexible pavement layer of the pavement structure is positioned in the high-stress area, so that the anti-rutting and anti-shearing capabilities of the pavement are improved. The upper surface layer adopts a small-particle-size open-graded drainage asphalt mixture pavement layer, has durability and anti-skid performance, and can provide driving comfort. The lower surface layer adopts a coarse-grained asphalt mixture pavement layer, so that the overall anti-rutting and low-temperature resistance of the pavement can be improved. In addition, the upper surface layer, the middle surface layer and the lower surface layer are respectively made of different materials, the pavement structure made of non-homogeneous materials is not easy to diffuse cracks, and the service life of the pavement structure is prolonged.

Description

Ultrathin high-performance composite semi-flexible surface layer pavement structure and construction method thereof
Technical Field
The invention relates to the field of road construction engineering, in particular to a high-performance composite semi-flexible surface layer pavement structure and a construction method thereof.
Background
The existing road pavement in China can be basically divided into a cement concrete pavement and an asphalt concrete pavement, wherein the cement concrete pavement has good bearing capacity but poor flexibility, and the problem of plate cracking easily occurs under the action of temperature stress, so that the cement concrete pavement needs to be provided with joints, the driving comfort is influenced, and the joints can also cause surface water to invade a roadbed, so that the roadbed becomes soft and the bearing capacity is weakened. The asphalt concrete pavement has good flexibility and no joint, but after passing through one or more high-temperature seasons, the asphalt concrete pavement can generate deeper ruts, and the driving safety and the comfort are seriously influenced.
In order to overcome the defects of the two pavements, a semi-flexible pavement with good deformation resistance is researched and generated, and the semi-flexible pavement is a composite pavement formed by pouring cement mortar with good fluidity and high strength into a matrix asphalt mixture with large porosity. The semi-flexible surface layer is arranged on the surface layer of the existing road pavement, and the semi-flexible surface layer is used as a driving surface, so that the driving speed and the comfort level are improved. However, in the long-term use, the semi-flexible surface layer as a surface layer has no significant permanent deformation, but is easy to generate fatigue cracking phenomenon, and the cracking starts to form thin and short transverse cracks, and then gradually expands into a net shape, so that the width and the range of the cracks are continuously expanded, and finally the pavement is damaged.
Disclosure of Invention
The invention aims to overcome the defects of the prior art, provides an ultrathin high-performance composite semi-flexible surface layer pavement structure and a construction method thereof, and solves the problem that the existing semi-flexible surface layer as a pavement surface layer is easy to generate fatigue cracking phenomenon to cause pavement damage.
The technical scheme for realizing the purpose is as follows:
the invention provides an ultrathin high-performance composite semi-flexible surface layer pavement structure which is arranged on a roadbed and comprises a base layer, a lower surface layer, a middle surface layer and an upper surface layer which are sequentially arranged from bottom to top, wherein the middle surface layer is a semi-flexible surface layer, the upper surface layer is a small-particle-size open-graded drainage asphalt mixture surface layer, and the lower surface layer is a coarse-particle asphalt mixture surface layer.
The semi-flexible pavement layer is adopted as the middle layer of the pavement structure, the effect of improving the strength and the anti-rutting performance of the pavement is achieved by utilizing the fact that the middle layer bears the vertical stress and the horizontal shearing force transmitted from the upper portion of the pavement, from the stress condition of the pavement, the pavement mainly bears the vertical stress and the shearing stress, the durability and the anti-sliding performance of the upper surface of the pavement need to be considered, and the area of 10cm to 15cm under the wheel load is a high-stress area. The upper surface layer adopts a small-particle-size open-graded drainage asphalt mixture pavement layer, has higher anti-scattering loss capability and good anti-skid performance and driving comfort. The lower surface layer adopts a coarse-grained asphalt mixture pavement layer, so that the overall anti-rutting and low-temperature resistance of the pavement can be improved. In addition, the upper surface layer, the middle surface layer and the lower surface layer in the pavement structure are respectively made of different materials, the pavement structure made of non-homogeneous materials is not easy to diffuse cracks, and the service life of the pavement structure is prolonged. And when the road surface is damaged and needs to be maintained, the milling machine can also mill and plane in layers, so that resources and working hours are saved.
The invention further improves the ultrathin high-performance composite semi-flexible pavement structure, wherein the semi-flexible pavement layer comprises a macroporous asphalt mixture matrix and cement-based mucilage which is poured into gaps of the macroporous asphalt mixture matrix, and the porosity of the macroporous asphalt mixture matrix is 20-30%.
The invention further improves the ultrathin high-performance composite semi-flexible surface pavement structure, wherein part of the cement-based adhesive cement permeates into gaps of the lower surface layer so as to strengthen the bonding strength between the middle surface layer and the lower surface layer.
The invention further improves the ultrathin high-performance composite semi-flexible surface pavement structure, which also comprises cushion layers arranged above the roadbed and below the base layer.
The ultrathin high-performance composite semi-flexible surface layer pavement structure is further improved in that the cushion layer is a gravel layer and the thickness of the cushion layer is between 10cm and 30 cm.
The ultrathin high-performance composite semi-flexible surface pavement structure is further improved in that the base layer is a cement stabilized macadam pavement layer, and the thickness of the cement stabilized macadam pavement layer is 30 cm-80 cm.
The ultrathin high-performance composite semi-flexible surface pavement structure is further improved in that the thickness of the lower surface layer is 6 cm-10 cm, and the thickness of the upper surface layer is 1 cm-2.5 cm.
The invention further improves the ultrathin high-performance composite semi-flexible surface layer pavement structure, wherein the thickness of the middle surface layer is between 3cm and 6 cm.
The invention also provides a construction method of the high-performance composite semi-flexible surface layer pavement structure, which comprises the following steps:
constructing a base layer on the roadbed;
paving a coarse-grained asphalt mixture on the base layer to form a lower layer;
laying a semi-flexible material on the lower surface layer to form a middle surface layer; and
and paving a small-particle-size open-graded drainage asphalt mixture on the middle surface layer to form an upper surface layer.
The construction method is further improved in that when the semi-flexible material is laid, a macroporous asphalt mixture is laid on the lower surface layer to form a macroporous asphalt mixture matrix, and the porosity of the formed macroporous asphalt mixture matrix is between 20% and 30%;
and pouring cement-based cement paste on the macroporous asphalt mixture matrix, wherein the poured cement-based cement paste flows into the gaps of the macroporous asphalt mixture matrix and fills the gaps to form a compact and stable middle surface layer.
Drawings
FIG. 1 is a cross-sectional view of an ultra-thin high performance composite semi-flexible face layer pavement structure of the present invention.
FIG. 2 is a cross-sectional view of another embodiment of the ultra-thin high performance composite semi-flexible face pavement structure of the present invention.
Detailed Description
The invention is further described with reference to the following figures and specific examples.
Referring to fig. 1, the invention provides an ultrathin high-performance composite semi-flexible pavement structure and a construction method thereof, which are used for solving the problem that a fatigue cracking phenomenon easily occurs when a semi-flexible pavement is directly used as a surface layer. The upper surface of the pavement structure is formed by paving the small-particle-size open-graded drainage asphalt mixture, the small-particle-size open-graded drainage asphalt mixture has high anti-scattering loss capacity and good anti-sliding performance and driving comfort, the middle surface layer is formed by paving the semi-flexible material, the open-graded large-pore asphalt mixture is used as a framework, cement-based mortar is injected to form a compact and stable structure body, the vertical stress and the horizontal shearing force transmitted from the top are borne, the semi-flexible pavement layer can improve the load-resisting capacity of the pavement, and the semi-flexible pavement layer also has high-temperature stability, low-temperature crack resistance, fatigue resistance, anti-sliding performance and the like, the semi-flexible pavement layer is arranged below the upper surface layer, and the semi-flexible pavement layer can be protected by utilizing the upper surface layer, so that the phenomena of fatigue cracking and abrasion are avoided. The lower surface layer adopts coarse-grained asphalt mixture to improve the overall anti-rutting and low-temperature resistance. The ultra-thin high-performance composite semi-flexible surface pavement structure and the construction method thereof are explained below with reference to the accompanying drawings.
Referring to FIG. 1, a cross-sectional view of an ultra-thin high performance composite semi-flexible face layer pavement structure of the present invention is shown. The ultra-thin high performance composite semi-flexible pavement structure of the present invention will be described with reference to fig. 1.
As shown in fig. 1, the ultrathin high-performance composite semi-flexible pavement structure of the present invention is disposed on a roadbed 10, and comprises a base layer 22, a lower surface layer 23, an intermediate surface layer 24 and an upper surface layer 25, which are sequentially disposed from bottom to top, wherein the intermediate surface layer 24 is a semi-flexible pavement layer and is formed by laying a semi-flexible material; the upper surface layer 25 is a small-particle-size open-graded drainage asphalt mixture pavement layer and is formed by paving small-particle-size open-graded drainage asphalt mixtures; the lower surface layer 23 is a coarse-grained asphalt mixture pavement layer and is formed by paving coarse-grained asphalt mixtures.
From the stress condition of the pavement structure in the use process, each structural layer of the pavement mainly bears vertical stress and shear stress, and the area of 10cm to 15cm under wheel load is a high-stress area, so that the middle surface layer 24 is designed into a semi-flexible pavement layer, the lower surface layer 25 is designed into a coarse-grained asphalt mixture pavement layer, the middle surface layer 24 and the lower surface layer 25 are utilized to provide rutting resistance and shearing resistance, and the strength, the rigidity, the dynamic stability, the water stability and the like of the pavement structure are improved.
The upper layer 25, the middle layer 24 and the lower layer 23 are made of three materials of different materials, so that cracks are not easy to diffuse among structural layers made of different materials, the middle layer 24 is positioned below the upper layer 25, the upper layer 25 can well protect the middle layer 24, the upper layer 25 has durability and skid resistance, and the service life of a pavement structure can be prolonged. In addition, the structure of each surface layer made of different materials is convenient to maintain, and the milling can be carried out in a layering mode, so that resources and working hours are saved.
In one embodiment, the semi-flexible pavement layer comprises a macroporous asphalt matrix and cement-based cement filled in the voids of the macroporous asphalt matrix, wherein the porosity of the macroporous asphalt matrix is between 20% and 30%.
Wherein, the weight percentage of the macroporous asphalt mixture matrix and the cement-based adhesive cement is 70 to 80 percent of the macroporous asphalt mixture matrix and 20 to 30 percent of the cement-based adhesive cement. The macroporous asphalt mixture matrix adopts open-graded asphalt mixture.
Specifically, the macroporous asphalt mixture adopts common road petroleum asphalt or modified asphalt as a binder, and the matrix is formed by mixing and stirring coarse aggregates, fine aggregates, active mineral powder and asphalt at a high temperature. The coarse aggregate is made of rolled macadam, and slaked lime or cement can be added to improve the adhesion between the coarse aggregate and the asphalt. The fine aggregate is made of machine-made sand or stone chips produced from alkaline rocks such as limestone.
The cement-based mortar is prepared on site, the raw materials comprise cement, fly ash, mineral powder and an additive, and sand, a polymer modifier and a coloring agent can be added, wherein the cement is portland cement or ordinary portland cement, and the fly ash is class I and class II fly ash; the mineral powder is limestone mineral powder; the additive comprises a water reducing agent, an early strength agent and an expanding agent; the added sand is clean river sand; the polymer modifier is selected from carboxylic styrene-butadiene emulsion. The cement-based mucilage has the water-to-glue ratio of 0.28-0.55, the usage amount of the fly ash is preferably 10-22%, the usage amount of the mineral powder is preferably 10-22%, and the total usage amount of the fly ash and the mineral powder is not more than 30%. When sand is added, the using amount of the sand is 10 to 29 percent; when the polymer modifier is added, the polymer-ash ratio is 10 percent; when the colorant is added, the amount of the colorant is 3-5% of the mass of the gelled material. The cement-based mortar has high strength and high fluidity and can flow into the gaps of the macroporous asphalt mixture matrix and fill the gaps.
After the cement-based mucilage is hardened, a hardened reticular structure is formed to wrap the asphalt membrane and the aggregates in the asphalt membrane, multivalent cations on the surface of cement crystals are adsorbed on the surface of mineral aggregate without compensating anions, or the cations on the surface layer exchange a plurality of anions, so that the hydrophilicity of the mineral aggregate is reduced, the surface of the aggregate is activated, the adhesion of the aggregate and the asphalt is enhanced, and the adhesion of cement stones and the mineral aggregate is improved.
When the polymer modifier is added for improvement, the coreless particles are gathered on the surfaces of cement gel particles in the formation process of cement-based mucilage, the polymer particles are flocculated on the surfaces of hydrated gels to form sealing layers, the sealing layers have cohesiveness and can be filled in larger gaps in a mixture, and active groups in partial polymer molecules can also be mixed with Ca in a cement hydration product2+、Al3+The crosslinking reaction is carried out to form a special bridge bond to reinforce the internal structure of the material; the water between the polymer particles is absorbed by hydration reaction to form dry and compact colloid which is connected with the defects and microcracks in the cement paste and improves the mechanical property of the mixture.
The semi-flexible pavement layer forms strength through embedding and extruding action among asphalt mixture aggregates and poured cement paste, so that the load resisting capacity of the pavement is improved, the high-temperature stability performance of the semi-flexible pavement layer is greatly superior to that of a common asphalt concrete pavement, the low-temperature crack resistance, the fatigue resistance and the skid resistance of the semi-flexible pavement layer are also superior to those of the common asphalt concrete pavement, and the semi-flexible pavement layer has the characteristics of oil stain resistance, colorability and the like. Compared with AC-16 and AC-20 used in the middle surface layer of the traditional asphalt mixture pavement structure, the semi-flexible material has better performance.
The semi-flexible pavement and the AC-16 pavement were compared in road performance by Marshall test. The method is characterized in that macroporous asphalt mixture matrixes with three porosities are selected to manufacture test pieces, and a Marshall test is carried out to obtain test results which are compared with the performance value of AC-16 of the traditional asphalt pavement.
TABLE 1 semi-flexible pavement layer Marshall test results
The stability and flow values of AC-16 are shown in Table 2.
Stability (KN) Flow value (0.1mm)
9.86 30.2
TABLE 2 Performance values for stability and flow values of AC-16
As can be seen from tables 1 and 2, the semi-flexible material has a higher stability and a reduced flow value, which indicates that the semi-flexible pavement has a stronger rigidity.
In one embodiment, shown in fig. 2, a geotextile 26 is placed over the base layer 21 and under the lower layer 23, and the base layer 21 and the lower layer 23 are separated by the geotextile 26 to reduce reflective cracking. Specifically, the geotextile 26 is laid on the surface of the base layer 21, and when the base layer 21 cracks, the geotextile 26 can effectively control the crack to be reflected to the lower surface layer, and can effectively protect the lower surface layer and the middle surface layer.
According to the invention, the semi-flexible pavement layer is arranged between the lower surface layer 23 and the upper surface layer 25, the upper surface layer 25 is utilized to protect the semi-flexible pavement layer, so that the phenomenon of fatigue cracking is avoided, correspondingly, the lower surface layer 23 also plays a role in protecting the semi-flexible pavement layer, and the geotechnical cloth arranged below the lower surface layer 23 is matched to isolate cracks of the base layer, so that the influence of reflection cracks on the semi-flexible pavement layer is further avoided, and the service life of the semi-flexible pavement layer is prolonged.
In one embodiment, as shown in fig. 1, the pavement structure further includes a cushion layer 21 provided above the roadbed 10 and below the base layer 21, the cushion layer 21 being interposed between the roadbed 10 and the base layer 21.
Preferably, before constructing the bedding layer 21, the roadbed 10 is reinforced so that the strength of the roadbed is greater than or equal to 35 MPa.
Further, the cushion layer 21 is a crushed stone layer and has a thickness of 10cm to 30 cm. When the gravel layer is formed by paving the gravel, the gravel is compacted and flattened. Preferably, each layer is compacted during the laying process.
In one embodiment, the base course 22 is a cement stabilized macadam pavement layer having a thickness of between 30cm and 80 cm. The nominal maximum particle size of the cement stabilized macadam is selected according to the required level of highway, for example, when the cement stabilized macadam is used for a highway and a first level highway base course, the nominal maximum particle size is not more than 31.5 mm; when the composite material is used for second-level and below-second-level highway base courses, the nominal maximum particle size is not larger than 37.5 mm. The cement dosage added into the cement stabilized macadam is between 3% and 6%.
In one embodiment, the thickness of the lower layer 23 is between 6cm and 10 cm. The thickness of the middle layer 24 is between 3cm and 6 cm. The thickness of the upper layer 25 is between 1cm and 2.5 cm.
Wherein the lower layer 23 is a coarse-grained asphalt mixture, preferably one of AC-25, ATB-30 and ATB-25. When the middle surface layer 24 is constructed on the lower surface layer 23, the surface of the lower surface layer 23 is roughened to form a rough surface, and after the middle surface layer 24 is constructed, part of the cement-based adhesive cement in the middle surface layer 24 permeates into the rough surface, so that the connection strength between the middle surface layer 24 and the lower surface layer 23 is improved.
The middle surface layer 24 is made of semi-flexible materials, high adhesion is achieved between the macroporous asphalt mixture and the lower surface layer 23, bonding strength between the macroporous asphalt mixture and the lower surface layer 23 is high, and part of the cement-based adhesive cement poured in a matched mode permeates into the lower surface layer 23, so that bonding strength between the lower surface layer 23 and the middle surface layer 24 is further enhanced.
The upper surface layer 25 adopts a small-grain-size open-graded drainage asphalt mixture, adopts OGFC-5 material, and comprises 86-91% by weight of aggregate, 2-8% by weight of filler and 5-8% by weight of polymer modified asphalt, the nominal maximum grain size is 4.75mm, and the thickness of a pavement layer is 1.0-2.5 cm. The aggregate is basalt or diabase. The filler is a mixture of limestone mineral powder and cement, and the mass ratio of the limestone mineral powder to the cement is 1: 1-3: 1. The polymer modified asphalt is POE composite modified asphalt, the zero shear viscosity at 60 ℃ is more than or equal to 30000Pa.s, the softening point is more than or equal to 90 ℃, and the POE composite modified asphalt comprises hard asphalt, a modifier, a warm mixing agent and an interface reinforcing agent. The hard asphalt is No. 30 asphalt or No. 50 asphalt; the warm mixing agent is polyethylene wax; the interface reinforcing agent is a silane coupling agent. The modifier is polyolefin elastomer POE, the modifier accounts for 9-15 wt% of the hard asphalt, and the warm mixing agent accounts for 1-3 wt% of the hard asphalt; the interface reinforcing agent accounts for 0.4-1.0 wt% of the hard asphalt.
Grading range:
above-mentioned level joins in marriage skeleton interlocking stability, has great intercommunication void ratio, high structure degree of depth, adopts POE composite modified asphalt and improves the asphalt film thickness, has higher anti loss ability that scatters to there are good cling compound performance and driving travelling comfort, effectively reduces surface course thickness and raw materials cost, reduces road maintenance cost and reduction driving noise simultaneously, and effectively reduces the splash that the vehicle went in the rainy day, and this layer is easily repaired.
Because of all containing the pitch material in upper surface course, well surface course and the lower surface course, in laying the pressure real-time, can ensure that three surface courses bond firmly, road surface structure's wholeness is good, and structural strength is high.
The pavement structure disclosed by the invention has the advantages of high strength, rutting resistance, pushing resistance, excellent high-temperature stability and rutting resistance, good cracking resistance, relatively low temperature resistance, acid resistance, heat resistance and water damage resistance, long service life, difficulty in crack diffusion and easiness in layered maintenance and repair. And the thickness of the whole surface layer in the pavement structure is greatly reduced, and the construction cost is greatly reduced.
The invention also provides a construction method of the high-performance composite semi-flexible surface pavement structure, and the construction method is explained below.
The construction method of the high-performance composite semi-flexible surface pavement structure comprises the following steps: as shown in fig. 1, a foundation layer 22 is constructed on the roadbed 10;
laying a coarse-grained asphalt mixture on the base layer 22 to form a lower layer 23;
laying a semi-flexible material on the lower layer 23 to form a middle layer 24; and
laying a small-particle size open-graded drainage asphalt mixture on the middle surface layer 24 to form an upper surface layer 25.
The pavement structure formed by the invention provides anti-rutting and anti-shearing performances through the middle surface layer 24 and the lower surface layer 25, and improves the strength, rigidity, dynamic stability, water stability and the like of the pavement structure. The upper surface layer 25 can well protect the middle surface layer 24, and the upper surface layer 25 has durability and skid resistance, so that the service life of the pavement structure can be prolonged. In addition, the structure of each surface layer made of different materials is convenient to maintain, and the milling can be carried out in a layering mode, so that resources and working hours are saved.
In one embodiment, when laying the semi-flexible material, a macroporous asphalt mixture is laid on the lower layer 23 and compacted to form a macroporous asphalt mixture matrix, and the porosity of the formed macroporous asphalt mixture matrix is between 20% and 30%; and (3) pouring cement-based cement paste on the macroporous asphalt mixture matrix, wherein the poured cement-based cement paste flows into gaps of the macroporous asphalt mixture matrix and fills the gaps to form a compact and stable middle surface layer 24.
Wherein the weight percentage of the macroporous asphalt mixture matrix to the cement-based cement paste is 70-80 percent of the macroporous asphalt mixture matrix and 20-30 percent of the cement-based cement paste.
Specifically, the macroporous asphalt mixture adopts common road petroleum asphalt or modified asphalt as a binder, and the matrix is formed by mixing and stirring coarse aggregates, fine aggregates, active mineral powder and asphalt at a high temperature. The coarse aggregate is made of rolled macadam, and slaked lime or cement can be added to improve the adhesion between the coarse aggregate and the asphalt. The fine aggregate is made of machine-made sand or stone chips produced from alkaline rocks such as limestone.
The cement-based mortar is prepared on site, the raw materials comprise cement, fly ash, mineral powder and an additive, and sand, a polymer modifier and a coloring agent can be added, wherein the cement is portland cement or ordinary portland cement, and the fly ash is class I and class II fly ash; the mineral powder is limestone mineral powder; the additive comprises a water reducing agent, an early strength agent and an expanding agent; the added sand is clean river sand; the polymer modifier is selected from carboxylic styrene-butadiene emulsion. The cement-based mucilage has the water-to-glue ratio of 0.28-0.55, the usage amount of the fly ash is preferably 10-22%, the usage amount of the mineral powder is preferably 10-22%, and the total usage amount of the fly ash and the mineral powder is not more than 30%. When sand is added, the using amount of the sand is 10 to 29 percent; when the polymer modifier is added, the polymer-ash ratio is 10 percent; when the colorant is added, the amount of the colorant is 3-5% of the mass of the gelled material. The cement-based mortar has high strength and high fluidity and can flow into the gaps of the macroporous asphalt mixture matrix and fill the gaps.
While the present invention has been described in detail and with reference to the embodiments thereof as illustrated in the accompanying drawings, it will be apparent to one skilled in the art that various changes and modifications can be made therein. Therefore, certain details of the embodiments are not to be interpreted as limiting, and the scope of the invention is to be determined by the appended claims.

Claims (10)

1. The utility model provides an ultra-thin high performance's compound semi-flexible surface course road surface structure, locates on the road bed, its characterized in that, road surface structure includes by lower supreme basic unit, lower surface course, well surface course and the upper surface course that sets gradually, wherein well surface course is semi-flexible surface course, the upper surface course is for the small-size footpath division level drainage bituminous mixture surface course, the surface course is coarse grain formula bituminous mixture surface course down.
2. The ultra-thin high performance composite semi-flexible pavement structure of claim 1, wherein the semi-flexible pavement layer comprises a macroporous asphalt matrix and a cement-based cement paste poured into voids of the macroporous asphalt matrix, and the porosity of the macroporous asphalt matrix is between 20% and 30%.
3. The ultra-thin high performance composite semi-flexible pavement structure of claim 2, wherein the cement-based grout partially penetrates into the voids of the lower layer to enhance the bond strength between the middle layer and the lower layer.
4. The ultra-thin high performance composite semi-flexible face pavement structure of claim 1 further comprising underlayments disposed above said subgrade and below said base course.
5. The ultra-thin high performance composite semi-flexible face pavement structure of claim 4, wherein the underlayment is a crushed stone layer having a thickness of between 10cm and 30 cm.
6. The ultra-thin high performance composite semi-flexible face layer pavement structure of claim 1, wherein the base course layer is a cement stabilized macadam pavement layer having a thickness of between 30cm and 80 cm.
7. The ultra-thin high performance composite semi-flexible pavement structure of claim 1, wherein the lower layer has a thickness of between 6cm and 10cm and the upper layer has a thickness of between 1cm and 2.5 cm.
8. The ultra-thin high performance composite semi-flexible face layer pavement structure of claim 1, wherein the thickness of the middle layer is between 3cm and 6 cm.
9. A construction method of a high-performance composite semi-flexible surface pavement structure is characterized by comprising the following steps:
constructing a base layer on the roadbed;
paving a coarse-grained asphalt mixture on the base layer to form a lower layer;
laying a semi-flexible material on the lower surface layer to form a middle surface layer; and
and paving a small-particle-size open-graded drainage asphalt mixture on the middle surface layer to form an upper surface layer.
10. The method of claim 9, wherein when laying the semi-flexible material, laying a macroporous asphalt mixture on the lower surface layer to form a macroporous asphalt mixture matrix, wherein the porosity of the formed macroporous asphalt mixture matrix is between 20% and 30%;
and pouring cement-based cement paste on the macroporous asphalt mixture matrix, wherein the poured cement-based cement paste flows into the gaps of the macroporous asphalt mixture matrix and fills the gaps to form a compact and stable middle surface layer.
CN201911093251.8A 2019-11-11 2019-11-11 Ultrathin high-performance composite semi-flexible surface layer pavement structure and construction method thereof Pending CN110714389A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201911093251.8A CN110714389A (en) 2019-11-11 2019-11-11 Ultrathin high-performance composite semi-flexible surface layer pavement structure and construction method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201911093251.8A CN110714389A (en) 2019-11-11 2019-11-11 Ultrathin high-performance composite semi-flexible surface layer pavement structure and construction method thereof

Publications (1)

Publication Number Publication Date
CN110714389A true CN110714389A (en) 2020-01-21

Family

ID=69215763

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201911093251.8A Pending CN110714389A (en) 2019-11-11 2019-11-11 Ultrathin high-performance composite semi-flexible surface layer pavement structure and construction method thereof

Country Status (1)

Country Link
CN (1) CN110714389A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113186772A (en) * 2021-03-08 2021-07-30 武汉理工大学 Light heat-insulating semi-flexible anti-crack pavement and preparation method thereof
CN114634343A (en) * 2022-04-21 2022-06-17 邯郸中建恒质工程项目管理有限公司 Early-strength grouting material for semi-flexible pavement and preparation method and application thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113186772A (en) * 2021-03-08 2021-07-30 武汉理工大学 Light heat-insulating semi-flexible anti-crack pavement and preparation method thereof
CN114634343A (en) * 2022-04-21 2022-06-17 邯郸中建恒质工程项目管理有限公司 Early-strength grouting material for semi-flexible pavement and preparation method and application thereof

Similar Documents

Publication Publication Date Title
CN104402339B (en) The constructional method of pervious concrete
CN103866667B (en) Half flexible Supporting Load Pavement paving structure
CN103864374B (en) Half-flexible pavement base material and preparation method thereof
CN101857401B (en) Self-inflow type semi-flexible composite pavement and construction method thereof
CN107915427A (en) A kind of half-flexible pavement material and pavement construction engineering method
CN101092808A (en) Stress absorption structured llayer of discontinuous ajar particle distribution limit mixture for asphaltum with high viscosity
CN106587835A (en) Cold-mixed cement-emulsified asphalt concrete and pavement method thereof
CN110714389A (en) Ultrathin high-performance composite semi-flexible surface layer pavement structure and construction method thereof
CN201296895Y (en) Vertical cracking pavement repair structure
CN111622043A (en) Drainage noise reduction type asphalt pavement paving structure
CN111074715A (en) Anti-crack roadbed and pavement structure and construction method thereof
CN109944125B (en) Asphalt concrete pavement structure and paving process thereof
CN104927759B (en) A kind of interface adhesive material and black overlay structure and its construction technology of changing in vain based on the material
CN212000440U (en) Drainage road surface structure of urban intersection and bus stop
CN108360327A (en) A kind of permanent seal cooling advanced composite material (ACM) road structure and construction method
CN102051848A (en) HMA/CC (Hot-Mix Asphalt)/(Cement Concrete) composite type pavement structure and constructing method thereof
CN211256538U (en) Ultrathin high-performance composite semi-flexible surface layer pavement structure
CN213772781U (en) Crack control pitch road structure
CN212000441U (en) Novel road surface structure of urban heavy-load traffic
CN211922126U (en) Level crossing road surface structure under heavy traffic
CN204780555U (en) Structure that repaired in bituminous paving hole groove
CN104343067B (en) A kind of Heavy Traffic Long Life Asphalt Pavement
CN105603856A (en) Method for rapidly maintaining BRT station heavy traffic road segment
CN110714386A (en) Long-life semi-flexible base pavement structure and construction method thereof
CN201125356Y (en) Ultrathin rupture resistance kab seal layer road surface structure

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination