CN100379925C - Reconditioning tracks on asphalt pavement by using thin paste mixture of modified emulsified asphalt and construction method thereof - Google Patents
Reconditioning tracks on asphalt pavement by using thin paste mixture of modified emulsified asphalt and construction method thereof Download PDFInfo
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- CN100379925C CN100379925C CNB2005100419707A CN200510041970A CN100379925C CN 100379925 C CN100379925 C CN 100379925C CN B2005100419707 A CNB2005100419707 A CN B2005100419707A CN 200510041970 A CN200510041970 A CN 200510041970A CN 100379925 C CN100379925 C CN 100379925C
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Abstract
The present invention relates to a reconditioning track on asphalt pavements by the thin paste mixture of modified emulsified asphalt and a construction method thereof. The single-layer thin paste mixture of modified emulsified asphalt is constructed on the track whose depth of an asphalt pavement is from 10 to 20mm; the double-layer thin paste mixture of the modified emulsified asphalt is constructed on the track whose depth of the asphalt pavement is from 20 to 40mm. The construction method of the single-layer thin paste mixture of the modified emulsified asphalt comprises traffic closure, the surface treatment of an original pavement, sample placement, construction, appearance control, seaming, initial maintenance and quality test. The other construction steps of the construction method of the lower layer of the double-layer thin paste mixture of the modified emulsified asphalt are identical with those of the single-layer thin paste mixture except for a constriction material and the proportion of the single-layer thin paste mixture of the modified emulsified asphalt; the construction method of the lower layer does not have the quality test; the construction steps of the upper layer comprise spreading, the initial maintenance and the quality test. The present invention has the advantages of high anti-abrasion performance, thin structure layer, long service life, high construction speed, quick molding, short construction period, quick traffic opening, long construction season, low energy consumption, no discharge of harmful gas, etc.
Description
Technical field
The invention belongs to the coherent paving technical field on on-the-spot making road or aerodrome, be specifically related to which floor different materials paving of making at the scene.
Background technology
Along with the develop rapidly of China's economic construction, the construction of high-grade highway is also maked rapid progress.1985, from building Class I highway, the good speedway in China article one speedway Shanghai was open to the traffic in 1988, and the big speedway in nineteen ninety Shen is open to traffic.After this in more than ten years, the high grade highway development of China linearly increases.Up to the present, China's speedway mileage open to traffic is near 3.5 ten thousand kilometers, and high-grade highway has been broken through 300,000 kilometers, and growth momentum is very violent, but the maintenance work of high-grade highway after building up relatively lags behind.Current, various diseases have appearred on the speedway that many different times build up.Because the increase of the vehicle axle weight and the traffic volume, canalized traffic is on the rise, so rut has become one of main disease of high-grade highway flexible pavement.
Rut is that flexible pavement damages phenomenon because vehicular load acts on the road surface of a kind of shape similar " water channel " that makes runway produce bigger permanent deformation at the wheelpath place and longitudinally form frequently, repeatedly on flexible pavement.The reason that forms rut be because overload of vehicle, the traffic volume is excessive and during pavement design due to the Area during Summer high temperature at engineering place underestimates.In addition because road surface or compactness of subbase deficiency during excessive, the construction of oil mass during Asphalt Mixture Design, the soil compaction degree is on the low side or soil matrix in reason such as weak intercalated layer is arranged.It generally is in temperature higher season that rut forms, and asphalt surface course produces permanent deformation and VISCOUS FLOW down and forms gradually rolling repeatedly of vehicle.It the side direction protuberance occurs normally when following the asphalt surface course compression subsidence.If untimely processing, not only the road surface can lose the favorable service function, and disease also will continue to worsen.The conference that adds of the rut degree of depth strengthens the athwart ship force that wheel load produces, after temperature falls after rise, surface material becomes fragile, bossing with the rut limit at the bottom of the rut brings horizontal component and all may produce longitudinal crack under formed indirect flexural tensile stress effect, and the infringement meeting that road pavement causes when rainfall, snow is more serious.When rut reaches certain depth, not only can influence Pavement Performance and also in the back rut groove that rains ponding, automobile very easily takes place float sliding phenomenon, traffic safety is arrived in serious threat.
The classification of rut is divided into: the rut of slight rut, wearing and tearing rut, horizontal waveform rut, unstable interlayer rut, the not enough initiation of foundation base intension is several.The method of present domestic punishment rut is as follows:
The slight deformation rut can be eliminated canalized traffic by driving control, makes enforcement vehicle cross direction profiles on whole runway more even, and other has traffic bound can make the road surface recover smooth.The rut that the track produces because of excessive wear, the general fluting that adopts evenly sprays or brushing one deck pitch binder applied at bottom land and cell wall, bituminous mixture is inserted in the groove again, shakeouts and rolls.Horizontal waveform rut, the projection that employing will be higher than the road surface scabbles, and partly sprays or brushes pitch binder applied at trough, bituminous mixture is inserted trough and levelling, compacting again.For unstable interlayer and the not enough rut that causes of foundation base intension, earlier unstable interlayer or unstable basic unit are punished, then from new making surface layer.
At present, the method for domestic punishment rut roughly is divided into two kinds of the method for mending by replacing a damaged part and enthesises.These the two kinds major defects of repairing ruts are: the moat groove width that goes out in the milling of the position of asphalt pavement rut and dark, used quantity of material is big, cost is high, corollary equipment is many, complex process, progress are slow, contaminated environment, operating difficulties, wayward, the initial curing time is grown, influence traffic etc.
Summary of the invention
A technical problem underlying to be solved by this invention is to overcome the shortcoming of above-mentioned reparation rut, and a kind of deck with modification slurry mixture reparation asphalt pavement rut that quantity of material is few, cost is low, water resistance is good, anti-wear performance is good, shaping speed is fast that uses is provided.
Another technical problem underlying to be solved by this invention is to provide a kind of job practices of repairing the asphalt pavement rut deck with the modification slurry mixture.
Solving the problems of the technologies described above the technical scheme that is adopted is: in the flexible pavement degree of depth is the rut making individual layer modified emulsifying asphalt slurry mixture of 10～20mm, is the double-deck modified emulsifying asphalt slurry mixture of rut making of 20～40mm in the flexible pavement degree of depth.
Individual layer modified emulsifying asphalt slurry mixture is made up of following raw material, and its weight proportion is:
Gather materials 100 parts
10～13 parts of polymer modification cationic emulsified bitumens
8～16 parts in water
1～4 part of portland cement or slaked lime
2～5 parts of additives;
Gathering materials in the above-mentioned individual layer modified emulsifying asphalt slurry mixture proportioning is that particle diameter is the compound that rubble bits that the microlith bits material of 0.075～3mm and middle rubble bits material that particle diameter is 3～5mm and particle diameter are 5～10mm are expected, in its proportioning, it is 1: 2: 2～5 that microlith bits material is considered the weight ratio of expecting with rubble bits material to be worth doing with middle rubble.The trade name of polymer modification cationic emulsified bitumen is protected wonderful SS3 for executing in the said ratio.Additive in the said ratio is cation butylbenzene polymeric latex PC-1468 or styrene butadiene styrene block copolymer (SBS) SBS.
The lower floor of double-deck modified emulsifying asphalt slurry mixture is made up of following raw material, and its weight proportion is:
Gather materials 100 parts
9～15 parts of polymer modification cationic emulsified bitumens
6～11 parts in water
Portland cement or slaked lime: 1～3 part
1～5 part of additive;
Gathering materials in the above-mentioned double-deck modified emulsifying asphalt slurry mixture lower floor proportioning is that particle diameter is that the rubble that the microlith bits material of 0.075～3mm and middle rubble bits material that particle diameter is 3～5mm and particle diameter are 5～10mm is considered the compound of expecting to be worth doing, in its proportioning, microlith bits material and middle rubble bits material are 2: 1: 1～3 with the weight ratio of rubble bits material, and the additive in the above-mentioned double-deck modified emulsifying asphalt slurry mixture basic unit proportioning is identical with the additive in the individual layer modified emulsifying asphalt slurry mixture proportioning.
The upper strata of double-deck modified emulsifying asphalt slurry mixture is made up of following raw material, and its weight proportion is:
Gather materials 100 parts
8～12 parts of polymer modification cationic emulsified bitumens
7～12 parts in water
1～4 part of portland cement or slaked lime
1～4 part of additive;
Gathering materials in the proportioning of above-mentioned double-deck modified emulsifying asphalt slurry mixture upper strata is that particle diameter is that the rubble that the microlith bits material of 0.075～3mm and middle rubble bits material that particle diameter is 3～5mm and particle diameter are 5～10mm is considered the compound of expecting to be worth doing, in its proportioning, it is 1: 2: 1～4 that microlith bits material is considered the weight part ratio of expecting with rubble bits material to be worth doing with middle rubble.Additive in the proportioning of above-mentioned double-deck modified emulsifying asphalt slurry mixture upper strata is identical with the additive in the individual layer modified emulsifying asphalt slurry mixture proportioning.
The raw materials used preferred weight proportioning of making individual layer modified emulsifying asphalt slurry mixture is:
Gather materials 100 parts
10～12 parts of polymer modification cationic emulsified bitumens
10～15 parts in water
2～4 parts of portland cement or slaked limes
2～4 parts of additives;
The raw materials used preferred weight proportioning of the double-deck modified emulsifying asphalt slurry mixture lower floor of making is:
Gather materials 100 parts
10～13 parts of polymer modification cationic emulsified bitumens
8～10 parts in water
Portland cement or slaked lime: 2～3 parts
2～4 parts of additives;
The raw materials used preferred weight proportioning in the double-deck modified emulsifying asphalt slurry mixture upper strata of making is:
Gather materials 100 parts
9～11 parts of polymer modification cationic emulsified bitumens
8～12 parts in water
2～3 parts of portland cement or slaked limes
1～3 part of additive.
The raw materials used optimum weight proportioning of making individual layer modified emulsifying asphalt slurry mixture is:
Gather materials 100 parts
11 parts of polymer modification cationic emulsified bitumens
12 parts in water
3 parts of portland cement or slaked limes
3 parts of additives;
The raw materials used optimum weight proportioning of the double-deck modified emulsifying asphalt slurry mixture lower floor of making is:
Gather materials 100 parts
12 parts of polymer modification cationic emulsified bitumens
9 parts in water
Portland cement or slaked lime: 2 parts
3 parts of additives;
The raw materials used optimum weight proportioning in the double-deck modified emulsifying asphalt slurry mixture upper strata of making is:
Gather materials 100 parts
10 parts of polymer modification cationic emulsified bitumens
10 parts in water
2 parts of portland cement or slaked limes
2 parts of additives.
The construction method step of repairing asphalt pavement rut individual layer modified emulsifying asphalt slurry mixture is as follows:
1, close traffic
Repairing asphalt pavement rut section close traffic.
2, former road surfaces is handled
Before the reparation construction, former width of roadway should at first carry out the cementation of fissures greater than the crack of 5mm to be handled, hole groove on the protobitumen road surface is cut, old material shovel is removed and repair, should earlier the part that exceeds former road surface be carried out milling horizontal waveform rut with hot-mix asphalt mixture.
3, setting-out
With the median strip is basic orientation, emits paver vehicle running trend control line.
4, making
Pack in the groove that paves of paver vehicle by the weight proportion of repairing each raw material of rut individual layer modified emulsifying asphalt slurry mixture, pave while mixing.
5, outward appearance control
The flexible pavement surface that paves out is crossed cut, transverse wave or the degree of depth of the cut of 4 wide 12mm or long 100mm, wide 25mm or long 80mm and should be repaired above the longitudinal stripe of 6mm at the 25m2 wide-ultra.
6, seam
When paving, repair at the uneven place that paves at the overlapping part on the face both sides that pave, transverse joint and longitudinal seam place.
7, initial curing
The modified emulsifying asphalt slurry mixture breakdown of emulsion time is can roll after 20～30 minutes 2～3 times during normal temperature, does not sprinkle water, and temperature breakdown of emulsion more than 30 ℃ the time can roll after 10 minutes, watering.
8, quality inspection
" highway subgrade road surface on-the-spot test rules " JTJ059-95 by Ministry of Communications's issue detects, and transfers after the assay was approved and uses.
The construction method step of repairing the double-deck modified emulsifying asphalt slurry mixture of asphalt pavement rut lower floor is as follows:
Raw materials usedly in the job practices pack in the groove that paves of paver vehicle, pave while stirring by the weight proportion of repairing each raw material of the double-deck modified emulsifying asphalt slurry mixture of rut lower floor.1～3,5～7 identical in the construction method step of other step and individual layer modified emulsifying asphalt slurry mixture, when the cohesion of seal was greater than 2.0NM after lower floor's modified emulsifying asphalt slurry mixture paves, double-deck modified emulsifying asphalt slurry mixture upper strata paved.
The construction method step on double-deck modified emulsifying asphalt slurry mixture upper strata is as follows:
The weight proportion of repairing each raw material of the double-deck modified emulsifying asphalt slurry mixture of rut upper strata is packed in the groove that paves of paver vehicle, pave while stirring, carry out initial curing then, quality inspection, it is identical with the construction sequence of quality inspection and individual layer modified emulsifying asphalt slurry mixture reparation rut to carry out initial curing.
The double-deck reconditioning tracks on asphalt pavement by using thin paste mixture of modified emulsified asphalt of the present invention; 1～2 hour open to traffic after construction; reduced the influence of construction to traffic; the skid resistance and the surface finish of flexible pavement have been improved; increased the flexible pavement color contrast, improved the functional performance of flexible pavement, closely knit deck can prevent rainwater infiltration effectively; protect asphalt pavement structure, prolonged the application life of flexible pavement.It has that abrasion resisting performance height, deck are thin, long service life, advantages such as speed of application is fast, moulding is fast, the duration is short, open to traffic is fast, construction seasons is long, energy consumption is low, no noxious gas emission, can be used for repairing asphalt pavement rut.
The specific embodiment
Below in conjunction with embodiment the present invention is described in further detail, but the invention is not restricted to these embodiment.
Embodiment 1
At flexible pavement degree of depth making individual layer modified emulsifying on 10～20mm rut.The bitumen slurries compound, gathering materials with 100kg is that example making individual layer modified emulsifying asphalt slurry mixture used raw material and weight proportion thereof are as follows:
Microlith bits material 16kg
Middle rubble bits material 32kg
Rubble bits material 52kg
Polymer modification cationic emulsified bitumen 11kg
Water 12kg
Portland cement 3kg
Cation butylbenzene polymeric latex PC-1468 3kg.
Gathering materials in the individual layer modified emulsifying asphalt slurry mixture is to be the compound of the rubble bits material that middle rubble bits are expected, particle diameter is 5～10mm that the microlith bits are expected, particle diameter is 3～5mm of 0.075～3mm by particle diameter, in its proportioning, it is 1: 2: 3.25 that microlith bits material is considered the weight ratio of expecting with rubble bits material to be worth doing with middle rubble, portland cement is the 325# portland cement, the portland cement of also available 425# portland cement or other label.
The construction method step of repairing asphalt pavement rut individual layer modified emulsifying asphalt slurry mixture is as follows:
1, close traffic
Repairing asphalt pavement rut section close traffic.
2, former road surfaces is handled
Before the reparation construction, former width of roadway should at first carry out the cementation of fissures greater than the crack of 5mm to be handled, hole groove on the protobitumen road surface is cut, old material shovel is removed and repair, should earlier the part that exceeds former road surface be carried out milling horizontal waveform rut with hot-mix asphalt mixture.
3, setting-out
With the median strip is basic orientation, emits to should be paver vehicle running trend control line.
4, making
The weight portion proportioning of repairing each raw material of rut individual layer modified emulsifying asphalt slurry mixture by the present invention is packed in the groove that paves of paver vehicle, paves while stirring.
5, outward appearance control
The flexible pavement surface that paves out is at 25m
2Should in time repair above the longitudinal stripe of 6mm if having in the scope above cut, transverse wave or the degree of depth of 4 wide 12mm or the cut of long 100mm, wide 25mm or long 80mm.
6, seam
When paving, in time repair at the uneven place that paves at the overlapping part on the face both sides that pave, transverse joint and longitudinal seam place.
7, initial curing
The compound breakdown of emulsion time is can roll after 20～30 minutes 2～3 times during normal temperature, does not sprinkle water, and temperature breakdown of emulsion more than 30 ℃ the time can roll after 10 minutes, in case of necessity watering.
8, quality inspection
" highway subgrade road surface on-the-spot test rules " JTJ059-95 by Ministry of Communications's issue detects, and transfers after the assay was approved and uses.
In the flexible pavement degree of depth is the rut of 20～40mm, adopts the double-deck modified emulsifying asphalt slurry mixture of making, and gathering materials with 100kg is that the double-deck modified emulsifying asphalt slurry mixture of example making lower floor used raw material and weight proportion thereof are as follows:
Microlith bits material 40kg
Middle rubble bits material 20kg
Rubble bits material 40kg
Polymer modification cationic emulsified bitumen 12kg
Water 9kg
Portland cement 2kg
Cation butylbenzene polymeric latex PC-1468 3kg.
Gathering materials in the above-mentioned double-deck modified emulsifying asphalt slurry mixture basic unit proportioning is that particle diameter is that the rubble that the microlith bits material of 0.075～3mm and middle rubble bits material that particle diameter is 3～5mm and particle diameter are 5～10mm is considered the compound of expecting to be worth doing, in its proportioning, it is 2: 1: 2 that microlith bits material is considered the weight ratio of expecting with rubble bits material to be worth doing with middle rubble, portland cement is the 325# portland cement, the portland cement of also available 425# portland cement or other label.
In the flexible pavement degree of depth is the rut of 20～40mm, adopts the double-deck modified emulsifying asphalt slurry mixture of making, and gathering materials with 100kg is that the double-deck modified emulsifying asphalt slurry mixture of example making upper strata used raw material and weight proportion thereof are as follows:
Microlith bits material 20kg
Middle rubble bits material 40kg
Rubble bits material 40kg
Polymer modification cationic emulsified bitumen 10kg
Water 10kg
Portland cement 2kg
Cation butylbenzene polymeric latex PC-1468 2kg.
Gathering materials in the proportioning of above-mentioned double-deck modified emulsifying asphalt slurry mixture upper strata is that particle diameter is that the rubble that the microlith bits material of 0.075～3mm and middle rubble bits material that particle diameter is 3～5mm and particle diameter are 5～10mm is considered the compound of expecting to be worth doing, in its proportioning, it is 1: 2: 2 that microlith bits material is considered the weight ratio of expecting with rubble bits material to be worth doing with middle rubble, portland cement is the 325# portland cement, the portland cement of also available 425# portland cement or other label.
The construction method step of repairing the double-deck modified emulsifying asphalt slurry mixture of asphalt pavement rut lower floor is as follows:
In raw materials used weight portion proportioning of repairing each raw material of the double-deck modified emulsifying asphalt slurry mixture of rut lower floor by the present invention is packed the groove that paves of paver vehicle in the job practices, pave while stirring.1～3,5～7 identical in the construction sequence of other step and individual layer modified emulsifying asphalt slurry mixture.When the cohesion of seal was greater than 2.0NM after lower floor's modified emulsifying asphalt slurry mixture paves, double-deck modified emulsifying asphalt slurry mixture upper strata can pave.
The construction method step of repairing the double-deck modified emulsifying asphalt slurry mixture of asphalt pavement rut upper strata is as follows:
The weight portion proportioning that the present invention is repaired each raw material of the double-deck modified emulsifying asphalt slurry mixture of rut surface layer is packed in the groove that paves of paver vehicle, pave while stirring, carry out initial curing then, quality inspection, it is identical with the construction method step of quality inspection and individual layer modified emulsifying asphalt slurry mixture reparation rut to carry out initial curing.
Embodiment 2
At flexible pavement degree of depth making individual layer modified emulsifying asphalt slurry mixture on 10～20mm rut, gathering materials with 100kg is that example making individual layer modified emulsifying asphalt slurry mixture used raw material and weight proportion thereof are as follows:
Microlith bits material 20kg
Middle rubble bits material 40kg
Rubble bits material 40kg
Polymer modification cationic emulsified bitumen 10kg
Water 16kg
Portland cement 4kg
Cation butylbenzene polymeric latex PC-1468 2kg.
Gathering materials in the individual layer modified emulsifying asphalt slurry mixture is to be the compound of the rubble bits material that middle rubble bits are expected, particle diameter is 5～10mm that the microlith bits are expected, particle diameter is 3～5mm of 0.075～3mm by particle diameter, in its proportioning, it is 1: 2: 5 that microlith bits material is considered the weight ratio of expecting with rubble bits material to be worth doing with middle rubble, portland cement is the 325# portland cement, the portland cement of also available 425# portland cement or other label.
Be the double-deck modified emulsifying asphalt slurry mixture of making on the rut of 20～40mm in the flexible pavement degree of depth, gathering materials with 100kg is that the double-deck modified emulsifying asphalt slurry mixture of example making lower floor used raw material and weight proportion thereof are as follows:
Microlith bits material 50kg
Middle rubble bits material 25kg
Rubble bits material 25kg
Polymer modification cationic emulsified bitumen 9kg
Water 11kg
Portland cement 3kg
Cation butylbenzene polymeric latex PC-1468 1kg.
Gathering materials in the above-mentioned double-deck modified emulsifying asphalt slurry mixture basic unit proportioning is that particle diameter is that the rubble that the microlith bits material of 0.075～3mm and middle rubble bits material that particle diameter is 3～5mm and particle diameter are 5～10mm is considered the compound of expecting to be worth doing, in its proportioning, it is 2: 1: 1 that microlith bits material is considered the weight ratio of expecting with rubble bits material to be worth doing with middle rubble.
Be the double-deck modified emulsifying asphalt slurry mixture of making on the rut of 20～40mm in the flexible pavement degree of depth, gathering materials with 100kg is that the double-deck modified emulsifying asphalt slurry mixture of example making upper strata used raw material and weight proportion thereof are as follows:
Microlith bits material 25kg
Middle rubble bits material 50kg
Rubble bits material 25kg
Polymer modification cationic emulsified bitumen 8kg
Water 12kg
Portland cement 4kg
Cation butylbenzene polymeric latex PC-1468 1kg
Gathering materials in the proportioning of above-mentioned double-deck modified emulsifying asphalt slurry mixture upper strata is that particle diameter is that the rubble that the microlith bits material of 0.075～3mm and middle rubble bits material that particle diameter is 3～5mm and particle diameter are 5～10mm is considered the compound of expecting to be worth doing, in its proportioning, it is 1: 2: 1 that microlith bits material is considered the weight ratio of expecting with rubble bits material to be worth doing with middle rubble.
In the present embodiment, with individual layer reconditioning tracks on asphalt pavement by using thin paste mixture of modified emulsified asphalt, identical with the job practices of modified emulsifying asphalt slurry mixture upper strata reparation asphalt pavement rut with embodiment 1 with modified emulsifying asphalt slurry mixture lower floor.
Embodiment 3
At flexible pavement degree of depth making individual layer modified emulsifying asphalt slurry mixture on 10～20mm rut, gathering materials with 100kg is that example making individual layer modified emulsifying asphalt slurry mixture used raw material and weight proportion thereof are as follows:
Microlith bits material 20kg
Middle rubble bits material 40kg
Rubble bits material 40kg
Polymer modification cationic emulsified bitumen 13kg
Water 8kg
Portland cement 1kg
Cation butylbenzene polymeric latex PC-1468 5kg.
Gathering materials in the individual layer modified emulsifying asphalt slurry mixture is to be that microlith bits material, the particle diameter of 0.075～3mm is that the compound of the middle rubble bits material of 3～5mm, rubble bits material that particle diameter is 5～10mm is in its proportioning by particle diameter, it is 1: 2: 5 that microlith bits material is considered the weight ratio of expecting with rubble bits material to be worth doing with middle rubble, portland cement is the 325# portland cement, the portland cement of also available 425# portland cement or other label.
Be the double-deck modified emulsifying asphalt slurry mixture of making on the rut of 20～40mm in the flexible pavement degree of depth, gathering materials with 100kg is that the double-deck modified emulsifying asphalt slurry mixture of example making lower floor used raw material and weight proportion thereof are as follows:
Microlith bits material 50kg
Middle rubble bits material 25kg
Rubble bits material 25kg
Polymer modification cationic emulsified bitumen 15kg
Water 6kg
Portland cement 1kg
Cation butylbenzene polymeric latex PC-1468 5kg.
Gathering materials in the above-mentioned double-deck modified emulsifying asphalt slurry mixture basic unit proportioning is that particle diameter is that the rubble that the microlith bits material of 0.075～3mm and middle rubble bits material that particle diameter is 3～5mm and particle diameter are 5～10mm is considered the compound of expecting to be worth doing, in its proportioning, it is 2: 1: 1 that microlith bits material is considered the weight ratio of expecting with rubble bits material to be worth doing with middle rubble.
Be the double-deck modified emulsifying asphalt slurry mixture of making on the rut of 20～40mm in the flexible pavement degree of depth, gathering materials with 100kg is that the double-deck modified emulsifying asphalt slurry mixture of example making upper strata used raw material and weight proportion thereof are as follows:
Microlith bits material 25kg
Middle rubble bits material 50kg
Rubble bits material 25kg
Polymer modification cationic emulsified bitumen 12kg
Water 7kg
Portland cement 1kg
Cation butylbenzene polymeric latex PC-1468 4kg.
Gathering materials in the proportioning of above-mentioned double-deck modified emulsifying asphalt slurry mixture upper strata is that particle diameter is that the rubble that the microlith bits material of 0.075～3mm and middle rubble bits material that particle diameter is 3～5mm and particle diameter are 5～10mm is considered the compound of expecting to be worth doing, in its proportioning, it is 1: 2: 1 that microlith bits material is considered the weight ratio of expecting with rubble bits material to be worth doing with middle rubble.
In the present embodiment, with individual layer reconditioning tracks on asphalt pavement by using thin paste mixture of modified emulsified asphalt, identical with the job practices of modified emulsifying asphalt slurry mixture upper strata reparation asphalt pavement rut with embodiment 1 with modified emulsifying asphalt slurry mixture lower floor.
Embodiment 4
At flexible pavement degree of depth making individual layer modified emulsifying asphalt slurry mixture on 10～20mm rut, gathering materials with 100kg is that example making individual layer modified emulsifying asphalt slurry mixture used raw material and weight proportion thereof are as follows:
Microlith bits material 12.5kg
Middle rubble bits material 25kg
Rubble bits material 62.5kg
Polymer modification cationic emulsified bitumen 13kg
Water 8kg
Portland cement 1kg
Cation butylbenzene polymeric latex PC-1468 5kg.
Gathering materials in the individual layer modified emulsifying asphalt slurry mixture is to be that microlith bits material, the particle diameter of 0.075～3mm is that the compound of the middle rubble bits material of 3～5mm, rubble bits material that particle diameter is 5～10mm is in its proportioning by particle diameter, it is 2: 1: 5 that microlith bits material is considered the weight ratio of expecting with rubble bits material to be worth doing with middle rubble, portland cement is the 325# portland cement, the portland cement of also available 425# portland cement or other label.
In the flexible pavement degree of depth is the rut of 20～40mm, the double-deck modified emulsifying asphalt slurry mixture of making, and gathering materials with 100kg is that the double-deck modified emulsifying asphalt slurry mixture of example making lower floor used raw material and weight proportion thereof are as follows:
Microlith bits material 32kg
Middle rubble bits material 16kg
Rubble bits material 52kg
Polymer modification cationic emulsified bitumen 13kg
Water 8kg
Portland cement 3kg
Cation butylbenzene polymeric latex PC-1468 5kg.
Gathering materials in the above-mentioned double-deck modified emulsifying asphalt slurry mixture lower floor proportioning is that particle diameter is that the rubble that the microlith bits material of 0.075～3mm and middle rubble bits material that particle diameter is 3～5mm and particle diameter are 5～10mm is considered the compound of expecting to be worth doing, in its proportioning, it is 2: 1: 3 that microlith bits material is considered the weight ratio of expecting with rubble bits material to be worth doing with middle rubble.
In the flexible pavement degree of depth is the rut of 20～40mm, the double-deck modified emulsifying asphalt slurry mixture of making, and gathering materials with 100kg is that the double-deck modified emulsifying asphalt slurry mixture of example making upper strata used raw material and weight proportion thereof are as follows:
Microlith bits material 28kg
Middle rubble bits material 14kg
Rubble bits material 58kg
Polymer modification cationic emulsified bitumen 12kg
Water 7kg
Portland cement 1kg
Cation butylbenzene polymeric latex PC-1468 4kg.
Gathering materials in the above-mentioned double-deck modified emulsifying asphalt slurry mixture surface layer proportioning is that particle diameter is that the rubble that the microlith bits material of 0.075～3mm and middle rubble bits material that particle diameter is 3～5mm and particle diameter are 5～10mm is considered the compound of expecting to be worth doing, in its proportioning, it is 4: 1: 2 that microlith bits material is considered the weight ratio of expecting with rubble bits material to be worth doing with middle rubble.Additive in the above-mentioned double-deck modified emulsifying asphalt slurry mixture surface layer proportioning is identical with the additive in the individual layer modified emulsifying asphalt slurry mixture proportioning.
In the present embodiment, with individual layer reconditioning tracks on asphalt pavement by using thin paste mixture of modified emulsified asphalt, identical with the job practices of modified emulsifying asphalt slurry mixture upper strata reparation asphalt pavement rut with embodiment 1 with modified emulsifying asphalt slurry mixture lower floor.
Embodiment 5
At flexible pavement degree of depth making individual layer modified emulsifying asphalt slurry mixture on 10～20mm rut, gathering materials with 100kg is that example making individual layer modified emulsifying asphalt slurry mixture used raw material and weight proportion thereof are as follows:
Microlith bits material 12.5kg
Middle rubble bits material 25kg
Rubble bits material 62.5kg
Polymer modification cationic emulsified bitumen 10kg
Water 16kg
Portland cement 4kg
Cation butylbenzene polymeric latex PC-1468 2kg.
Gathering materials in the individual layer modified emulsifying asphalt slurry mixture is to be the compound of the rubble bits material that middle rubble bits are expected, particle diameter is 5～10mm that the microlith bits are expected, particle diameter is 3～5mm of 0.075～3mm by particle diameter, in its proportioning, it is 2: 1: 5 that microlith bits material is considered the weight ratio of expecting with rubble bits material to be worth doing with middle rubble, portland cement is the 325# portland cement, the portland cement of also available 425# portland cement or other label.
In the flexible pavement degree of depth is the rut of 20～40mm, the double-deck modified emulsifying asphalt slurry mixture of making, and gathering materials with 100kg is that the double-deck modified emulsifying asphalt slurry mixture of example making lower floor used raw material and weight proportion thereof are as follows:
Microlith bits material 32kg
Middle rubble bits material 16kg
Rubble bits material 52kg
Polymer modification cationic emulsified bitumen 9kg
Water 11kg
Portland cement 3kg
Cation butylbenzene polymeric latex PC-1468 1kg.
Gathering materials in the above-mentioned double-deck modified emulsifying asphalt slurry mixture lower floor proportioning is that particle diameter is that the rubble that the microlith bits material of 0.075～3mm and middle rubble bits material that particle diameter is 3～5mm and particle diameter are 5～10mm is considered the compound of expecting to be worth doing, in its proportioning, it is 2: 1: 3 that microlith bits material is considered the weight ratio of expecting with rubble bits material to be worth doing with middle rubble.
In the flexible pavement degree of depth is the rut of 20～40mm, the double-deck modified emulsifying asphalt slurry mixture of making, and gathering materials with 100kg is that the double-deck modified emulsifying asphalt slurry mixture of example making upper strata used raw material and weight proportion thereof are as follows:
Microlith bits material 28kg
Middle rubble bits material 14kg
Rubble bits material 58kg
Polymer modification cationic emulsified bitumen 8kg
Water 12kg
Portland cement 4kg
Cation butylbenzene polymeric latex PC-1468 1kg.
Gathering materials in the above-mentioned double-deck modified emulsifying asphalt slurry mixture surface layer proportioning is that particle diameter is that the rubble that the microlith bits material of 0.075～3mm and middle rubble bits material that particle diameter is 3～5mm and particle diameter are 5～10mm is considered the compound of expecting to be worth doing, in its proportioning, it is 4: 1: 2 that microlith bits material is considered the weight ratio of expecting with rubble bits material to be worth doing with middle rubble.Additive in the above-mentioned double-deck modified emulsifying asphalt slurry mixture surface layer proportioning is identical with the additive in the individual layer modified emulsifying asphalt slurry mixture proportioning.
In the present embodiment, with individual layer reconditioning tracks on asphalt pavement by using thin paste mixture of modified emulsified asphalt, identical with the job practices of modified emulsifying asphalt slurry mixture upper strata reparation asphalt pavement rut with embodiment 1 with modified emulsifying asphalt slurry mixture lower floor.
Embodiment 6
In above embodiment 1～5, the 325# portland cement of repairing in the asphalt pavement rut proportioning with the individual layer reconditioning tracks on asphalt pavement by using thin paste mixture of modified emulsified asphalt, with double-deck modified emulsifying asphalt slurry mixture lower floor and double-deck modified emulsifying asphalt slurry mixture upper strata can be replaced with slaked lime, and consumption is identical with the 325# portland cement.The consumption of other raw material is identical with respective embodiments.
In the job practices 325# portland cement is replaced with slaked lime, consumption is identical with the 325# portland cement.Other job practices is identical with the step of preparation process of embodiment 1.
Embodiment 7
In above embodiment 1～5, with the individual layer reconditioning tracks on asphalt pavement by using thin paste mixture of modified emulsified asphalt, with used additive in double-deck modified emulsifying asphalt slurry mixture basic unit and the double-deck modified emulsifying asphalt slurry mixture surface layer reparation asphalt pavement rut proportioning is styrene butadiene styrene block copolymer (SBS) SBR, and consumption is identical with cation butylbenzene polymeric latex PC-1468.The consumption of other raw material is identical with respective embodiments.
In the job practices cation butylbenzene polymeric latex PC-1468 is replaced with styrene butadiene styrene block copolymer (SBS) SBR.Other construction sequence is identical with the construction sequence of embodiment 1.
Embodiment 8
In above embodiment 1～7, each used raw material can be measured by volume in reparation asphalt pavement rut individual layer modified emulsifying asphalt slurry mixture, the double-deck modified emulsifying asphalt slurry mixture basic unit of reparation asphalt pavement rut and the double-deck modified emulsifying asphalt slurry mixture of the reparation asphalt pavement rut surface layer proportioning.Job practices is identical with respective embodiments.
In order to verify beneficial effect of the present invention, the applicant closes on the northern flexible pavement speedway degree of depth 10～20mm rut of Xu in Anhui and repairs by the proportioning and the job practices thereof of the embodiment of the invention 1 individual layer reconditioning tracks on asphalt pavement by using thin paste mixture of modified emulsified asphalt, and the flexible pavement after the reparation is tested.The applicant closes the peace flexible pavement speedway degree of depth in Anhui be to repair by the proportioning and the job practices thereof of the embodiment of the invention 1 double-deck reconditioning tracks on asphalt pavement by using thin paste mixture of modified emulsified asphalt on 20～40mm rut, flexible pavement after the reparation is tested, and various test case are as follows:
1, friction factor test behind the individual layer reconditioning tracks on asphalt pavement by using thin paste mixture of modified emulsified asphalt
Tester: friction coefficient instrument BM-II.Test result sees Table 1.
The northern flexible pavement speedway of Xu job site friction factor table with test results is closed in table 1 Anhui
By table 1 as seen, the friction factor of flexible pavement meets national ministry standard, and the average of its friction factor has reached 61BPN, be far longer than national ministry standard greater than 45BPN.
2, testing flatness behind the individual layer reconditioning tracks on asphalt pavement by using thin paste mixture of modified emulsified asphalt
Testing flatness the results are shown in Table 2.
The northern speedway of Xu job site testing flatness table is as a result closed in table 2 Anhui
By table 2 as seen, the flexible pavement planeness after the reparation has obtained effective improvement, and its planeness maximum has reached 2.5, within national ministry standard≤3 scopes.
3, construction depth test behind the individual layer reconditioning tracks on asphalt pavement by using thin paste mixture of modified emulsified asphalt
Tester: texture meter.Test result sees Table 3.
The northern speedway of Xu job site construction depth table with test results is closed in table 3 Anhui
By table 3 as seen, the average construction depth on road surface has reached 1.0, meets national ministry standard.
4, infiltration coefficient test behind the individual layer reconditioning tracks on asphalt pavement by using thin paste mixture of modified emulsified asphalt
Tester: infiltration coefficient instrument.
Test result sees Table 4.
The northern speedway of Xu job site infiltration coefficient table with test results is closed in table 4 Anhui
By table 4 as seen, the infiltration coefficient on road surface meets national ministry standard.
5, testing friction coefficient behind the double-deck reconditioning tracks on asphalt pavement by using thin paste mixture of modified emulsified asphalt
Tester: friction coefficient instrument BM-II.
Method of testing: the operation instruction by friction coefficient instrument BM-II is tested.
Test result: test sees Table 5.
Peace speedway job site friction factor table with test results is closed in table 5 Anhui
By table 5 as seen, friction factor average has reached 59BPN, greater than the 45BPN of national ministry standard.
6, testing flatness behind the double-deck reconditioning tracks on asphalt pavement by using thin paste mixture of modified emulsified asphalt
Test result sees Table 6.
Peace speedway job site testing flatness table is as a result closed in table 6 Anhui
By table 6 as seen, the flexible pavement planeness after the reparation has obtained effective improvement, and its planeness maximum has reached 2.3, within national ministry standard≤3 scopes.
7, the test configuration degree of depth behind the double-deck reconditioning tracks on asphalt pavement by using thin paste mixture of modified emulsified asphalt
Tester: texture meter.Test result sees Table 7.
Peace speedway job site construction depth table with test results is closed in table 7 Anhui
By table 7 as seen, the construction depth of flexible pavement has reached 1.0, meets national ministry standard.
8, infiltration coefficient test behind the double-deck reconditioning tracks on asphalt pavement by using thin paste mixture of modified emulsified asphalt
Tester: infiltration coefficient instrument.Test result sees Table 8.
The northern speedway of Xu job site infiltration coefficient table with test results is closed in table 8 Anhui
By table 8 as seen, the infiltration coefficient on road surface meets national ministry standard.
9, the economy of repairing asphalt pavement rut with the reconditioning tracks on asphalt pavement by using thin paste mixture of modified emulsified asphalt and the method for mending by replacing a damaged part compares
Table 9 is with reconditioning tracks on asphalt pavement by using thin paste mixture of modified emulsified asphalt and mend the economy comparison sheet of method by replacing a damaged part
By table 9 as seen, the every kilometer cost that adopts reconditioning tracks on asphalt pavement by using thin paste mixture of modified emulsified asphalt is far below mending the cost that method is repaired by replacing a damaged part, and the traffic control time is significantly less than the traffic control time that the method for mending by replacing a damaged part is repaired.
Claims (4)
1. deck of repairing asphalt pavement rut with the modification slurry mixture, it is characterized in that: be the rut making individual layer modified emulsifying asphalt slurry mixture of 10～20mm in the flexible pavement degree of depth, in the flexible pavement degree of depth is the double-deck modified emulsifying asphalt slurry mixture of rut making of 20～40mm, individual layer modified emulsifying asphalt slurry mixture is made up of following raw material, and its weight proportion is:
Gather materials 100 parts
10～13 parts of polymer modification cationic emulsified bitumens
8～16 parts in water
1～4 part of portland cement or slaked lime
2～5 parts of additives;
Gathering materials in the above-mentioned individual layer modified emulsifying asphalt slurry mixture proportioning is that particle diameter is the compound that rubble bits that the microlith bits material of 0.075～3mm and middle rubble bits material that particle diameter is 3～5mm and particle diameter are 5～10mm are expected, in its proportioning, it is 1: 2: 2～5 that microlith bits material is considered the weight ratio of expecting with rubble bits material to be worth doing with middle rubble, and the additive in the said ratio is cation butylbenzene polymeric latex PC-1468 or styrene butadiene styrene block copolymer (SBS) SBS;
The lower floor of double-deck modified emulsifying asphalt slurry mixture is made up of following raw material, and its weight proportion is:
Gather materials 100 parts
9～15 parts of polymer modification cationic emulsified bitumens
6～11 parts in water
Portland cement or slaked lime: 1～3 part
1～5 part of additive;
Gathering materials in the above-mentioned double-deck modified emulsifying asphalt slurry mixture lower floor proportioning is that particle diameter is that the rubble that the microlith bits material of 0.075～3mm and middle rubble bits material that particle diameter is 3～5mm and particle diameter are 5～10mm is considered the compound of expecting to be worth doing, in its proportioning, microlith bits material and middle rubble bits material are 2: 1: 1～3 with the weight ratio of rubble bits material, and the additive in the above-mentioned double-deck modified emulsifying asphalt slurry mixture basic unit proportioning is identical with the additive in the individual layer modified emulsifying asphalt slurry mixture proportioning;
The upper strata of double-deck modified emulsifying asphalt slurry mixture is made up of following raw material, and its weight proportion is:
Gather materials 100 parts
8～12 parts of polymer modification cationic emulsified bitumens
7～12 parts in water
1～4 part of portland cement or slaked lime
1～4 part of additive;
Gathering materials in the proportioning of above-mentioned double-deck modified emulsifying asphalt slurry mixture upper strata is that particle diameter is that the rubble that the microlith bits material of 0.075～3mm and middle rubble bits material that particle diameter is 3～5mm and particle diameter are 5～10mm is considered the compound of expecting to be worth doing, in its proportioning, microlith bits material and middle rubble bits material and mutually the weight part ratio of aggregate chips material be 1: 2: 1～4, the additive in the proportioning of above-mentioned double-deck modified emulsifying asphalt slurry mixture upper strata is identical with the additive in the individual layer modified emulsifying asphalt slurry mixture proportioning.
2. according to the described deck of claim 1, it is characterized in that the wherein raw materials used weight proportion of making individual layer modified emulsifying asphalt slurry mixture is with modification slurry mixture reparation asphalt pavement rut:
Gather materials 100 parts
10～12 parts of polymer modification cationic emulsified bitumens
10～15 parts in water
2～4 parts of portland cement or slaked limes
2～4 parts of additives;
The wherein raw materials used weight proportion of the double-deck modified emulsifying asphalt slurry mixture lower floor of making is:
Gather materials 100 parts
10～13 parts of polymer modification cationic emulsified bitumens
8～10 parts in water
Portland cement or slaked lime: 2～3 parts
2～4 parts of additives;
The wherein raw materials used weight proportion in the double-deck modified emulsifying asphalt slurry mixture upper strata of making is:
Gather materials 100 parts
9～11 parts of polymer modification cationic emulsified bitumens
8～12 parts in water
2～3 parts of portland cement or slaked limes
1～3 part of additive.
3. according to the described deck of claim 1, it is characterized in that the wherein raw materials used weight proportion of making individual layer modified emulsifying asphalt slurry mixture is with modification slurry mixture reparation asphalt pavement rut:
Gather materials 100 parts
11 parts of polymer modification cationic emulsified bitumens
12 parts in water
3 parts of portland cement or slaked limes
3 parts of additives;
The wherein raw materials used weight proportion of the double-deck modified emulsifying asphalt slurry mixture lower floor of making is:
Gather materials 100 parts
12 parts of polymer modification cationic emulsified bitumens
9 parts in water
Portland cement or slaked lime: 2 parts
3 parts of additives;
The wherein raw materials used weight proportion in the double-deck modified emulsifying asphalt slurry mixture upper strata of making is:
Gather materials 100 parts
10 parts of polymer modification cationic emulsified bitumens
10 parts in water
2 parts of portland cement or slaked limes
2 parts of additives.
4. one kind according to the described job practices of repairing the deck of asphalt pavement rut with the modification slurry mixture of claim 1, the flexible pavement degree of depth less than the 20mm rut on making individual layer modified emulsifying asphalt slurry mixture, the job practices of individual layer modified emulsifying asphalt slurry mixture is as follows:
(1) close traffic
Repairing asphalt pavement rut section close traffic;
(2) former road surfaces is handled
Before the reparation construction, the hole groove on the protobitumen road surface is cut, old material shovel is removed and repair, should earlier the part that exceeds former road surface be carried out milling horizontal waveform rut with hot-mix asphalt mixture;
(3) setting-out
With the median strip is basic orientation, emits paver vehicle running trend control line;
(4) making
Pack in the groove that paves of paver vehicle by the weight proportion of repairing each raw material of rut individual layer modified emulsifying asphalt slurry mixture, pave while mixing;
(5) outward appearance control
The flexible pavement surface that paves out is at 2m
2Wide-ultra is crossed cut, transverse wave or the degree of depth of the cut of 4 wide 12mm or long 100mm, wide 25mm or long 80mm and should be repaired above the longitudinal stripe of 6mm;
(6) seam
When paving, repair at the uneven place that paves at the overlapping part on the face both sides that pave, transverse joint and longitudinal seam place;
(7) initial curing
The modified emulsifying asphalt slurry mixture breakdown of emulsion time is can roll after 20～30 minutes 2～3 times during normal temperature, does not sprinkle water, and temperature breakdown of emulsion more than 30 ℃ the time can roll after 10 minutes, watering;
(8) quality inspection
" highway subgrade road surface on-the-spot test rules " JTJ059-95 by Ministry of Communications's issue detects, and transfers after the assay was approved and uses;
Be the double-deck modified emulsifying asphalt slurry mixture of making on the rut of 20～40mm in the flexible pavement degree of depth, the construction method step of repairing the double-deck modified emulsifying asphalt slurry mixture of asphalt pavement rut lower floor is as follows:
Raw materials usedly in the job practices pack in the groove that paves of paver vehicle by the weight proportion of repairing each raw material of the double-deck modified emulsifying asphalt slurry mixture of rut lower floor, (1)～(3), (5)～(7) in the construction method step of base its step and individual layer modified emulsifying asphalt slurry mixture of paving while stirring are identical, when the cohesion of seal was greater than 2.0NM after lower floor's modified emulsifying asphalt slurry mixture paves, double-deck modified emulsifying asphalt slurry mixture upper strata paved;
The construction method step on double-deck modified emulsifying asphalt slurry mixture upper strata is as follows:
The weight proportion of repairing each raw material of the double-deck modified emulsifying asphalt slurry mixture of rut upper strata is packed in the groove that paves of paver vehicle, pave while stirring, carry out initial curing then, quality inspection, it is identical with the construction sequence of quality inspection and individual layer modified emulsifying asphalt slurry mixture reparation rut to carry out initial curing.
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| CN101555352B (en) * | 2009-04-22 | 2011-10-19 | 武汉理工大学 | A new maintenance material of pavement crack, preparation and application thereof |
| CN101935189A (en) * | 2010-05-07 | 2011-01-05 | 中交第一公路勘察设计研究院有限公司 | Additive of high-modulus asphalt macadam (HMAM), pavement base structure and pavement method |
| CN102135481B (en) * | 2011-01-10 | 2012-05-23 | 东南大学 | Method for testing anti-rutting performance of mixture in asphalt pavement |
| CN102127895B (en) * | 2011-01-10 | 2012-05-23 | 东南大学 | Indoor test estimation method for estimating bituminous pavement rut |
| CN102561142B (en) * | 2012-01-18 | 2014-07-02 | 张靖 | Limit ultrathin asphalt pavement |
| CN102864715A (en) * | 2012-10-15 | 2013-01-09 | 英达热再生有限公司 | Repairing method for serious track groove on municipal road |
| CN103614957B (en) * | 2013-11-18 | 2015-09-16 | 西安好友公路养护工程有限公司 | The method of cold mixing cold-application wearing layer paving box and the cold mixing cold-application wearing layer that paves thereof |
| CN104018411B (en) * | 2014-07-02 | 2016-07-06 | 王海有 | Repairing asphalt pavement rut MS-7 type modified emulsifying asphalt slurry mixture |
| CN104931331B (en) * | 2015-04-29 | 2017-12-05 | 长安大学 | A kind of Asphalt Pavement Construction Quality methods of testing and evaluating |
| CN107386040B (en) * | 2017-07-25 | 2019-07-19 | 西部机场集团建设工程(西安)有限公司 | A kind of cationic high molecular polymer pitch airfield pavement sealing maintenance process |
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| CN1125799A (en) * | 1994-12-31 | 1996-07-03 | 王远华 | Quick road-building agent and its preparation method and usage |
| JP2000119057A (en) * | 1998-10-14 | 2000-04-25 | Onoda Co | Quick-setting grouting material for pavement and its production |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN1125799A (en) * | 1994-12-31 | 1996-07-03 | 王远华 | Quick road-building agent and its preparation method and usage |
| JP2000119057A (en) * | 1998-10-14 | 2000-04-25 | Onoda Co | Quick-setting grouting material for pavement and its production |
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