CN108914736A - A kind of high viscoelastic rubber modified bitumen road surface and its construction technology - Google Patents
A kind of high viscoelastic rubber modified bitumen road surface and its construction technology Download PDFInfo
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- CN108914736A CN108914736A CN201810833947.9A CN201810833947A CN108914736A CN 108914736 A CN108914736 A CN 108914736A CN 201810833947 A CN201810833947 A CN 201810833947A CN 108914736 A CN108914736 A CN 108914736A
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C7/00—Coherent pavings made in situ
- E01C7/08—Coherent pavings made in situ made of road-metal and binders
- E01C7/32—Coherent pavings made in situ made of road-metal and binders of courses of different kind made in situ
- E01C7/325—Joining different layers, e.g. by adhesive layers; Intermediate layers, e.g. for the escape of water vapour, for spreading stresses
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C7/00—Coherent pavings made in situ
- E01C7/08—Coherent pavings made in situ made of road-metal and binders
- E01C7/18—Coherent pavings made in situ made of road-metal and binders of road-metal and bituminous binders
- E01C7/187—Repairing bituminous covers, e.g. regeneration of the covering material in situ, application of a new bituminous topping
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Abstract
The present invention relates to road surface construction technical fields, and in particular to a kind of high viscoelastic rubber modified bitumen road surface and its construction technology, including base are equipped with waterproof compound geogrid in base, and waterproof compound geogrid has poured modified emulsifying asphalt, forms pitch lower layer；It is equipped with the rubber asphalt layer of 6cm in the pitch lower layer, modified emulsifying asphalt adhesion coating is equipped on rubber asphalt layer, the high viscoelastic rubber modified bitumen of 4cm is equipped on modified emulsifying asphalt adhesion coating, forms road surface main layer；Road surface main layer two sides are correspondingly arranged on flat rock layers, are provided with kerbstone layer at left and right sides of flat rock layers；It has viscosity higher, since cementitious matter content is high, improves road surface fracture generation, fatigue crack, the resistivity of reflection crack；Temperature sensitivity is alleviated using composite modified rubber asphalt technology, improves road surface Rut resistance, permanent deformation resistance；So that the advantages that maintenance costs of road significantly reduces.
Description
Technical field
The present invention relates to road surface construction technical fields, and in particular to a kind of high viscoelastic rubber modified bitumen road surface and its construction
Technique.
Background technique
As China road construction section is increased, economic development is rapid, but the pressure-bearing load on road surface is also caused to aggravate, shape
At the damage on road surface.Traditional bituminous pavement refers to the road surface for making surface layer with bituminous concrete.Have through artificial selection certain
The mineral aggregate (rubble or grating gravel, aggregate chips or sand, miberal powder etc.) and a certain proportion of bitumen for road use material of gradation composition, stringent
Mixture made of mixing under control condition.Bituminous concrete is different by binder used, can be divided into dripping with coal for asphalt
Green two major classes；Also there are use in some countries or mix bitumen mixing.By kind difference used of gathering materials, can divide
It is the most universal with rubble use to be rubble, gravel, chiltern, slag several classes of.But traditional drip table road surface is using
When, there are pavement usage for a period of time after, damage it is more serious, need periodically irregularly carry out maintenance, the maintenance time
It is short, cause maintenance costs to increase.This department uses high viscoelastic rubber modified bitumen road surface, removes from office to traditional bituminous pavement
Newly.
Summary of the invention
In view of the defects and deficiencies of the prior art, the present invention intends to provide a kind of high viscoelastic rubber modified bitumen roads
Face and its construction technology, compared with the identical traditional asphalt road surface of structural thickness, damage development is slower for it, especially opens anti-
It splits aspect and shows excellent performance, so that the maintenance period in later period lengthens, reduce maintenance cost.
A kind of high viscoelastic rubber modified bitumen road surface of the present invention and its construction technology, bituminous pavement include base
Layer, waterproof compound geogrid is equipped in base, waterproof compound geogrid has poured modified emulsifying asphalt, is formed under pitch
Layer；It is equipped with the rubber asphalt layer of 6cm in the pitch lower layer, is equipped with modified emulsifying asphalt adhesion coating on rubber asphalt layer, changes
Property emulsified asphalt adhesion coating on be equipped with the high viscoelastic rubber modified bitumen of 4cm, form road surface main layer；Described road surface main layer or so two
Side is correspondingly arranged on flat rock layers, is provided with kerbstone layer on the outside of flat rock layers；The row of being provided at left and right sides of road surface main layer middle and lower part
Water blind pipe；
Its construction technology uses following steps：
Step 1：Raw material prepare：
(1) coarse aggregate：, cleaning hard using stone matter is free of weathering particle, nearly cubic granules coarse aggregate, basalt, brightness
Greenstone coarse aggregate；
(2) fine aggregate：Aggregate chips；
(3) filler：The miberal powder ground using hydrophobicities building stones such as the strong basis rocks such as limestone or magmatic rock, should be loose,
Without other soil, impurity and granule；
(b) modified emulsifying asphalt：It paves before asphalt, sub-surface needs spraying modified emulsified asphalt, spreading amount
0.6~1.0L/m2, modified emulsifying asphalt evaporated residue content are not less than 50%；
Step 2：In parts by weight by step 1 chinese raw materials：5-15 parts of coarse aggregates, 10-25 parts of fine aggregates, 2-4 parts fill out
Material, 2-12 parts of cementitious matters, 35-65 parts of cementitious matter mixing, form rubber-asphalt mixture；
Step 3：Rubber-asphalt mixture paves：
(1) bituminous mixtures for pavement surface is preferably paved using crawler-type paver, paving width according to road surface developed width several
It paves；
(2) it continuously and stably paves, is to improve the main measure of surface evenness.The spreading speed of paver should be according to mixing
With the yield, Mechanical Equipment Matching situation and paving thickness, paving width in building, selected by 2~4m/min, accomplish slowly,
Uniformly, it paves incessantly；
(3) before not being compacted with the mixture of machine spreading, construction personnel, which must not enter, to be trampled；
(4) paver should be adjusted to optimum Working, and the mixture in spiral distributor is to be slightly above spiral distributor
2/3 is degree, is consistent the height of mixture before the baffle of screed within the scope of overall with, avoids paving layer from isolation occur existing
As；
(5) detection loose laying depth, generally 1.08~1.22, screed should be preheated to predetermined temperature before spreading out, and paver is pressed
Plate must splice closely, mustn't have gap, prevent from being caught in pellet that paving is pulled out streak；
Step 4：Rubber-asphalt mixture compacting：
The compacting of bituminous pavement is preferably rolled with steel roller, and the principle progress closely followed, pressed slowly should be followed by rolling.Mixture
It followed by must start to roll under the condition of high temperature as far as possible after paving, must not be stopped on bituminous pavement；It must not be in low temperature shape
It is rolled repeatedly under state, prevents from grinding off building stones corner angle, crushing building stones, destroy building stones embedded squeezing；
(1) wheelmark of road roller should be overlapped 1/3~1/4 and roll width；
(2) road roller should be rolled with even speed；
(3) to loose laying depth, roll sequence, number of rolling, rolling speed and roll temperature should set special messenger check.It answers on road surface
Strict control number of rolling, prevents overrolling.As in roller compaction process discovery have asphalt mastic float or building stones crushing, corner angle it is bright
When aobvious abrasion waited the phenomenon that rolling, rolling should stop；
(4) static road roller steel wheel rolls, hits road side stone peace stone, causes the damage of kerbstone peace stone；
(5) compacting is completed to be down to room temperature to temperature, can allow vehicle pass-through.
Further, the caliber of the draining blind pipe is the draining blind pipe that diameter is 5cm.
Further, the cementitious matter is by weight by 35-75 parts high viscoelastic rubber modified bitumen, 10-15 parts of rubber drips
Green, 20-45 parts of modified emulsifying asphalt compositions.
Further, the high viscoelastic rubber modified bitumen is by weight by 60-75 parts of 110# asphalt, 5-15 parts
30# asphalt, 2-20 parts of high-viscosity bitumen modifiers composition.
Further, the rubber asphalt is the fiery board rubber drip of gold of Zhengzhou City Jin Huo high-temperature material Co., Ltd production
It is green.
Further, the modified emulsifying asphalt is the SBS modified milk of Nanhe County ancient cooking vessel and the production of pitch purchase and sale Co., Ltd
Change pitch.
Further, the high-viscosity bitumen modifier is the viscous drip of height of Shanghai Qun Kang pitch Science and Technology Co., Ltd. production
Green modifying agent.
After adopting the above structure, the present invention has the beneficial effect that：A kind of high viscoelastic rubber modified bitumen road of the present invention
Face and its construction technology, it has viscosity higher, since cementitious matter content is high, improve road surface fracture generation, fatigue crack,
The resistivity of reflection crack；Temperature sensitivity is alleviated using composite modified rubber asphalt technology, improves the anti-vehicle in road surface
Rut, permanent deformation resistance；So that the advantages that maintenance costs of road significantly reduces.
Detailed description of the invention
Described herein the drawings are intended to provide a further understanding of the invention, constitutes part of this application, but
It does not constitute improper limitations of the present invention, in the accompanying drawings：
Fig. 1 is schematic structural view of the invention；
Description of symbols：
1, base；2, pitch lower layer；3, rubber asphalt layer；4, modified emulsifying asphalt adhesion coating；5, high viscoelastic modified rubber drip
It is green；6, road surface main layer；7, blind pipe is drained；8, flat rock layers；9, kerbstone layer.
Specific embodiment
Come that the present invention will be described in detail below in conjunction with attached drawing and specific embodiment, illustrative examples therein and says
It is bright to be only used to explain the present invention but not as a limitation of the invention.
A kind of high viscoelastic rubber modified bitumen road surface and its construction technology described in present embodiment, bituminous pavement
Including base 1, waterproof compound geogrid is equipped in base 1, waterproof compound geogrid has poured modified emulsifying asphalt, shape
At pitch lower layer 2；It is equipped with the rubber asphalt layer 3 of 6cm in the pitch lower layer 2, is equipped with modified emulsifying on rubber asphalt layer 3
Pitch adhesion coating 4 is equipped with the high viscoelastic rubber modified bitumen 5 of 4cm on modified emulsifying asphalt adhesion coating 4, forms road surface main layer 6；Institute
It states and is correspondingly arranged on flat rock layers 8 at left and right sides of road surface main layer 6, be provided with kerbstone layer 9 on the outside of flat rock layers 8；In the road surface main layer 6
Draining blind pipe 7 is provided at left and right sides of lower part；
In the present invention, base or slurry seal top surface are then longitudinal at flat stone in roadside to be laid with draining blind pipe, and will
Blind pipe is switched to rainwater and catchments well head, and then pave 6cm thickness ARAC-20 rubber asphalt bottom surface layer, and road camber, horizontal slope about 1% is arranged
~1.5%, avris reserves 10cm width and does not pave, then spraying modified pitch adhesion coating, and the SPOGFC-13 high that paves after being demulsified is viscous
Play rubber modified bitumen surface layer.
Its construction technology uses following steps：
Step 1：Raw material prepare：
(2) coarse aggregate：, cleaning hard using stone matter is free of weathering particle, nearly cubic granules coarse aggregate, basalt, brightness
Greenstone coarse aggregate；
Bituminous pavement coarse aggregate quality requirement
(2) fine aggregate：Aggregate chips；
Fine aggregate screening requires
Fine aggregate quality requirement
(3) filler：The miberal powder ground using hydrophobicities building stones such as the strong basis rocks such as limestone or magmatic rock, should be loose,
Without other soil, impurity and granule；
Powdered ore quality technical requirements
(4) cementitious matter：
(a) high viscoelastic rubber modified bitumen, rubber asphalt；
Bituminous cements technical requirements
(b) modified emulsifying asphalt：It paves before asphalt, sub-surface needs spraying modified emulsified asphalt, spreading amount
0.6~1.0L/m2, modified emulsifying asphalt evaporated residue content are not less than 50%；
Step 2：Coarse aggregate, fine aggregate, filler, cementitious matter in step 1 is mixed, rubber-asphalt mixture is formed；
Asphalt technical requirements
Rubber-asphalt mixture mixes and stirs production：
(1) asphalt mixing building is required in strict accordance with mixture production list and gradation carries out mixture mixing, stringent to grasp drip
The green factory temperature with the heating temperature and asphalt gathered materials.
The production requirement of asphalt
| Process/mixture | SPOGFC-13/ARAC-20 |
| High viscoelastic composite asphalt heating temperature (DEG C) | 175-185 |
| Aggregate heating temperature (DEG C) | 185-195 |
| The mixture dry mixing time (s) | 10 |
| The mixture wet-mixing time (s) | 40 |
| Asphalt drop temperature (DEG C) | 175-180, it is discarded more than 190 |
| Mixture transports scene temperature (DEG C) | Not less than 160 |
| Paving material (DEG C) | Not less than 155 |
| First pressing start temperature (DEG C) | Not less than 150 |
| Press minimum temperature (DEG C) again | Not less than 130 |
| Roll finishing temperature (DEG C) | Not less than 100 |
(2) all aggregate particles must be made all to wrap asphalt binder, and be degree with asphalt uniform mixing.
(3) it is noted that visually inspecting the uniformity of mixture, abnormal phenomenon is analyzed in time.Such as：Mixture whether there is or not it is grey, emit
Phenomena such as green cigarette and isolation.
(4) after producing, batching plant prints the usage amount of each storehouse material, pitch, filler, overall control is carried out, with each
Storehouse dosage and each storehouse screening result, On line inspection mineral aggregate gradation calculate average construction graded and bitumen aggregate ratio, carry out with design result
It checks.
(5) transport of asphalt
(1) the factory temperature of asphalt is detected using number display insertion-type thermocouple thermometer and transports to live temperature
Degree.Insertion depth is greater than 150mm.Dedicated test hole is set in the middle part of haul truck side, aperture is away from railway carriage bottom surface about 300mm.
(2) for batching plant to when dumper discharging, automobile answers forward and backward, middle movement to charge three times, to reduce the isolation of coarse aggregate
Phenomenon.
(3) freight volume of asphalt mixture trucks should relatively mix and stir ability and spreading speed is had more than needed, according to project scale
There should be 3~5 dumpers to wait paving in front of paver.
(4) dumper should have good tarpaulin covering facility, continue to cover in discharge process, until discharging terminates to take paulin away
Cloth, as a means of keeping the temperature and avoid pollution environment.
(5) in continuous paving process, dumper stops at 10~30cm before paver, must not hit paver.Discharging
Dumper should hang neutral gear in the process, push and advance by paver.
Step 3：Rubber-asphalt mixture paves：
(1) bituminous mixtures for pavement surface is preferably paved using crawler-type paver, paving width according to road surface developed width several
It paves；
(2) it continuously and stably paves, is to improve the main measure of surface evenness.The spreading speed of paver should be according to mixing
With the yield, Mechanical Equipment Matching situation and paving thickness, paving width in building, selected by 2~4m/min, accomplish slowly,
Uniformly, it paves incessantly；
(3) before not being compacted with the mixture of machine spreading, construction personnel, which must not enter, to be trampled；It reduces to the greatest extent under normal circumstances
Hand finish；
(4) paver should be adjusted to optimum Working, and the mixture in spiral distributor is to be slightly above spiral distributor
2/3 is degree, is consistent the height of mixture before the baffle of screed within the scope of overall with, avoids paving layer from isolation occur existing
As；
(5) detection loose laying depth, generally 1.08~1.22, screed should be preheated to predetermined temperature before spreading out, and paver is pressed
Plate must splice closely, mustn't have gap, prevent from being caught in pellet that paving is pulled out streak；
Step 4：Rubber-asphalt mixture compacting：
The compacting of bituminous pavement is preferably rolled with steel roller, and the principle progress closely followed, pressed slowly should be followed by rolling.Mixture
It followed by must start to roll under the condition of high temperature as far as possible after paving, must not be stopped on bituminous pavement；It must not be in low temperature shape
It is rolled repeatedly under state, prevents from grinding off building stones corner angle, crushing building stones, destroy building stones embedded squeezing；Rolling temperature should meet in step 2
Regulation in the production requirement table of asphalt；There must be sufficient amount of road roller, it is proposed that double using 1 12 tons or so
Steel roller carries out first pressing, multiple pressure, final pressure.
(2) wheelmark of road roller should be overlapped 1/3~1/4 and roll width；Must not to road roller wheel surface spray diesel oil type or
Oil-water mixture, sprayable clear water or soap water when needing；
(3) road roller should be rolled with even speed；
Road roller rolls requirement
(4) to loose laying depth, roll sequence, number of rolling, rolling speed and roll temperature should set special messenger check.It answers on road surface
Strict control number of rolling, prevents overrolling.As in roller compaction process discovery have asphalt mastic float or building stones crushing, corner angle it is bright
When aobvious abrasion waited the phenomenon that rolling, rolling should stop；
(5) static road roller steel wheel rolls, hits road side stone peace stone, causes the damage of kerbstone peace stone；
(6) compacting is completed to be down to room temperature to temperature, can allow vehicle pass-through.
It is as follows for the quality on road surface in the present invention：
(1) Engineering Quality Control and inspection should include the quality inspection of material therefor, control and process in work progress
Between inspect for acceptance.Raw material and mixture should be tested by the indices of this technology and associated specifications before constructing.
Sampling observation frequency and project can refer to《Road Engineering Quality Checking And Evaluation standard》(JTG F80/1-2004) pertinent regulations.
(2) property of rubber asphalt and mixture should be detected according to the regulation of table 7-1, is constructed in the construction process
Making quality is evaluated at any time in the process, the content of quality examination, frequency, tolerance should meet the regulation of table 7-2.
The testing requirements of key raw material in work progress
| Pilot project | Index request | Detect frequency | Explanation |
| Needle penetration | Meet design requirement | 1~2 time/batch | |
| Softening point | Meet design requirement | 1~2 time/batch | |
| Ductility | Meet design requirement | 1~2 time/batch |
Quality control standard in work progress
(3) the pervious asphalt surface layer after completing answers smooth, even thickness, should not there is phenomena such as falling off, push, rotten side.Pressure
After road machine rolls, without obvious wheelmark, seam linking is close, smooth.
Further, the caliber of the draining blind pipe is the draining blind pipe that diameter is 5cm.
Further, the cementitious matter is by weight by 35-75 parts high viscoelastic rubber modified bitumen, 10-15 parts of rubber drips
Green, 20-45 parts of modified emulsifying asphalt compositions.
Further, the high viscoelastic rubber modified bitumen is by weight by 60-75 parts of 110# asphalt, 5-15 parts
30# asphalt, 2-20 parts of high-viscosity bitumen modifiers composition.
Further, the rubber asphalt is the fiery board rubber drip of gold of Zhengzhou City Jin Huo high-temperature material Co., Ltd production
It is green.
Further, the high-viscosity bitumen modifier is the viscous drip of height of Shanghai Qun Kang pitch Science and Technology Co., Ltd. production
Green modifying agent.
Further, the modified emulsifying asphalt is the SBS modified milk of Nanhe County ancient cooking vessel and the production of pitch purchase and sale Co., Ltd
Change pitch.
Beneficial effects of the present invention are：
The technical advantage on high viscoelastic rubber modified bitumen road surface mainly has：
(1) there is viscosity higher, mixture oil film is thicker and contains antioxidant, and is not easy analysis leakage or bellding, therefore improves
Road is anti-aging, anti-water damage ability and pavement durability；
(2) due to cementitious matter content it is high (asphalt content compared with high 10% or more) of high-viscosity asphalt, elasticity is good, restorative good,
There are biggish elasticity and elastic recovery properties under high temperature, improves road surface fracture generation, the resistance of fatigue crack, reflection crack
Ability；
(3) it uses composite modified rubber asphalt technology and alleviates temperature sensitivity, improve road surface Rut resistance, resist permanently
Deformability；
(4) since the durability of road and other performances are improved, so that the maintenance costs of road significantly reduces；
(5) tire waste material is used, the energy has both been saved, has been also beneficial to environmental protection；
(6) when high viscoelastic rubber modified bitumen is used for asphalt, since construction thickness is thin, construction rapidly, reduces
Construction time；
(7) reduce noise, with common dense bitumen and it is other change domestic animal drainage asphalt compared with, high viscoelastic rubber modified bitumen
Effect is more significant in terms of noise-reducing：It 4-6 decibels of noise reducing, brings roadside resident and driver is quiet, and peace can be replaced
Dress soundproof wall saves enormous cost and does not influence Green Programmes.
(9) it is conducive to road safety, high viscoelastic rubber modified bitumen drainage pavement antiskid function is high, splashes, improves without road surface
The visual field greatly improves road safety.To the increasing modern society of safe and environment-friendly and comfort requirement, valence is comprehensively considered
The factors such as lattice, service life, using effect and environmental protection, the utilization for expanding rubber asphalt have very significant economy and society effect
Benefit.
The above description is only a preferred embodiment of the present invention, thus it is all according to the configuration described in the scope of the patent application of the present invention,
The equivalent change or modification that feature and principle are done, is included in the scope of the patent application of the present invention.
Claims (8)
1. a kind of high viscoelastic rubber modified bitumen road surface, it is characterised in that：Including base, waterproof composite earthwork is equipped in base
Grid, waterproof compound geogrid have poured modified emulsifying asphalt, form pitch lower layer；6cm is equipped in the pitch lower layer
Rubber asphalt layer, be equipped with modified emulsifying asphalt adhesion coating on rubber asphalt layer, be equipped with 4cm's on modified emulsifying asphalt adhesion coating
High viscoelastic rubber modified bitumen forms road surface main layer；Flat rock layers are correspondingly arranged at left and right sides of the road surface main layer, outside flat rock layers
Side is provided with kerbstone layer；Draining blind pipe is provided at left and right sides of road surface main layer middle and lower part.
2. a kind of construction technology on high viscoelastic rubber modified bitumen road surface, it is characterised in that：Using following steps：
Step 1：Raw material prepare：
（1）Coarse aggregate：, cleaning hard using stone matter is free of weathering particle, nearly cubic granules coarse aggregate, basalt, diabase
Coarse aggregate；
（2）Fine aggregate：Aggregate chips；
（3）Filler：The miberal powder ground using hydrophobicities building stones such as the strong basis rocks such as limestone or magmatic rock, should be loose, is free of
Other soil, impurity and granule；
（b）Modified emulsifying asphalt：It paving before asphalt, sub-surface needs spraying modified emulsified asphalt, spreading amount 0.6 ~
1.0L/m2, modified emulsifying asphalt evaporated residue content are not less than 50%；
Step 2：In parts by weight by step 1 chinese raw materials：5-15 parts of coarse aggregates, 10-25 parts of fine aggregates, 2-4 parts of fillers, 2-
12 parts of cementitious matters, 35-65 parts of cementitious matters form rubber-asphalt mixture；
Step 3：Rubber-asphalt mixture paves：
（1）Bituminous mixtures for pavement surface is preferably paved using crawler-type paver, and according to road surface developed width, several pave paving width；
（2）It continuously and stably paves, is to improve the main measure of surface evenness；The spreading speed of paver should be according to batching plant
Yield, Mechanical Equipment Matching situation and paving thickness, paving width, selected by 2~4m/min, accomplish it is slow, uniform,
It paves incessantly；
（3）Before not being compacted with the mixture of machine spreading, construction personnel, which must not enter, to be trampled；
（4）Paver should be adjusted to optimum Working, and the mixture in spiral distributor is to be slightly above spiral distributor 2/3
Degree is consistent the height of mixture before the baffle of screed within the scope of overall with, paving layer is avoided segregation phenomenon occur；
（5）Detection loose laying depth, generally 1.08 ~ 1.22, screed should be preheated to predetermined temperature before spreading out, and paver screed must
Must splicing it is close, mustn't have gap, prevent from being caught in pellet that paving is pulled out into streak；
Step 4：Rubber-asphalt mixture compacting：
The compacting of bituminous pavement is preferably rolled with steel roller, and the principle progress closely followed, pressed slowly should be followed by rolling；Mixture laying
After followed by must start to roll under the condition of high temperature as far as possible, must not be stopped on bituminous pavement；It must not be under low-temperature condition
It rolls repeatedly, prevents from grinding off building stones corner angle, crushing building stones, destroy building stones embedded squeezing；
（1）The wheelmark of road roller should be overlapped 1/3~1/4 and roll width；
（2）Road roller should be rolled with even speed；
（3）To loose laying depth, roll sequence, number of rolling, rolling speed and roll temperature should set special messenger check；It road surface should be stringent
Number of rolling is controlled, overrolling is prevented；As discovery has asphalt mastic to float in roller compaction process or building stones crush, corner angle are obviously ground
When damage waited the phenomenon that rolling, rolling should stop；
（4）Static road roller steel wheel rolls, hits road side stone peace stone, causes the damage of kerbstone peace stone；
（5）Compacting is completed to be down to room temperature to temperature, can allow vehicle pass-through.
3. a kind of high viscoelastic rubber modified bitumen road surface according to claim 1 and its construction technology, it is characterised in that：Institute
The caliber for stating draining blind pipe is draining blind pipe that diameter is 5cm.
4. a kind of high viscoelastic rubber modified bitumen road surface according to claim 1 and its construction technology, it is characterised in that：Institute
Cementitious matter is stated by weight by 35-75 parts high viscoelastic rubber modified bitumen, 10-15 parts of rubber asphalts, 20-45 parts of modified emulsifying drips
Blueness composition.
5. a kind of high viscoelastic rubber modified bitumen road surface according to claim 4 and its construction technology, it is characterised in that：Institute
High viscoelastic rubber modified bitumen is stated by weight by 60-75 parts of 110# asphalt, 5-15 parts of 30# asphalt, 2-
20 parts of high-viscosity bitumen modifier compositions.
6. a kind of high viscoelastic rubber modified bitumen road surface according to claim 4 and its construction technology, it is characterised in that：Institute
State the fiery board rubber asphalt of gold that rubber asphalt is the production of Zhengzhou City Jin Huo high-temperature material Co., Ltd.
7. a kind of high viscoelastic rubber modified bitumen road surface according to claim 4 and its construction technology, it is characterised in that：Institute
State the SBS modified emulsifying asphalt that modified emulsifying asphalt is Nanhe County ancient cooking vessel and the production of pitch purchase and sale Co., Ltd.
8. a kind of high viscoelastic rubber modified bitumen road surface according to claim 5 and its construction technology, it is characterised in that：Institute
State the high-viscosity bitumen modifier that high-viscosity bitumen modifier is the production of Shanghai Qun Kang pitch Science and Technology Co., Ltd..
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Cited By (1)
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| CN114717903A (en) * | 2022-05-06 | 2022-07-08 | 山东省路桥集团有限公司 | Asphalt pavement edge and curb gap filler construction method |
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| CN114717903B (en) * | 2022-05-06 | 2023-12-26 | 山东省路桥集团有限公司 | Asphalt pavement edge and curb gap filler construction method |
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