CN108003639A - Bituminous paving oozes the maintenance construction method of solid wearing course - Google Patents
Bituminous paving oozes the maintenance construction method of solid wearing course Download PDFInfo
- Publication number
- CN108003639A CN108003639A CN201711310453.4A CN201711310453A CN108003639A CN 108003639 A CN108003639 A CN 108003639A CN 201711310453 A CN201711310453 A CN 201711310453A CN 108003639 A CN108003639 A CN 108003639A
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- solid
- oozes
- solid agent
- agent
- wearing course
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- Granted
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- 239000007787 solid Substances 0.000 title claims abstract description 88
- 238000010276 construction Methods 0.000 title claims abstract description 28
- 238000012423 maintenance Methods 0.000 title claims abstract description 20
- 239000003795 chemical substances by application Substances 0.000 claims abstract description 76
- 239000010426 asphalt Substances 0.000 claims abstract description 32
- 239000000203 mixture Substances 0.000 claims abstract description 24
- 239000011159 matrix material Substances 0.000 claims abstract description 22
- 150000001924 cycloalkanes Chemical class 0.000 claims abstract description 19
- 238000000034 method Methods 0.000 claims abstract description 13
- 230000008569 process Effects 0.000 claims abstract description 6
- 239000011295 pitch Substances 0.000 claims description 38
- 239000003921 oil Substances 0.000 claims description 35
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 20
- 239000003995 emulsifying agent Substances 0.000 claims description 15
- 230000035515 penetration Effects 0.000 claims description 11
- 229920000642 polymer Polymers 0.000 claims description 11
- 239000002994 raw material Substances 0.000 claims description 11
- 239000000945 filler Substances 0.000 claims description 10
- 238000012360 testing method Methods 0.000 claims description 8
- 239000011398 Portland cement Substances 0.000 claims description 5
- 238000009826 distribution Methods 0.000 claims description 5
- 238000004458 analytical method Methods 0.000 claims description 4
- 238000006243 chemical reaction Methods 0.000 claims description 4
- 229910052500 inorganic mineral Inorganic materials 0.000 claims description 4
- 239000011707 mineral Substances 0.000 claims description 4
- 238000005070 sampling Methods 0.000 claims description 4
- 238000004088 simulation Methods 0.000 claims description 4
- 235000019738 Limestone Nutrition 0.000 claims description 3
- 239000006028 limestone Substances 0.000 claims description 3
- 239000000843 powder Substances 0.000 claims description 3
- 239000004744 fabric Substances 0.000 claims description 2
- 210000000481 breast Anatomy 0.000 claims 1
- 208000037265 diseases, disorders, signs and symptoms Diseases 0.000 abstract description 7
- 201000010099 disease Diseases 0.000 abstract description 6
- 238000000889 atomisation Methods 0.000 abstract description 3
- 239000010410 layer Substances 0.000 description 12
- 238000002360 preparation method Methods 0.000 description 9
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 6
- 239000002199 base oil Substances 0.000 description 6
- 239000000344 soap Substances 0.000 description 6
- 238000005516 engineering process Methods 0.000 description 5
- 239000006210 lotion Substances 0.000 description 5
- 230000032683 aging Effects 0.000 description 4
- 230000007812 deficiency Effects 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- 230000015556 catabolic process Effects 0.000 description 3
- 239000000084 colloidal system Substances 0.000 description 3
- 238000006731 degradation reaction Methods 0.000 description 3
- 229910052742 iron Inorganic materials 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000004321 preservation Methods 0.000 description 3
- 230000008439 repair process Effects 0.000 description 3
- 239000002002 slurry Substances 0.000 description 3
- 229920003048 styrene butadiene rubber Polymers 0.000 description 3
- 238000005299 abrasion Methods 0.000 description 2
- -1 basalt Substances 0.000 description 2
- 230000008901 benefit Effects 0.000 description 2
- 230000006872 improvement Effects 0.000 description 2
- 230000008595 infiltration Effects 0.000 description 2
- 238000001764 infiltration Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000002156 mixing Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 238000003756 stirring Methods 0.000 description 2
- 240000007594 Oryza sativa Species 0.000 description 1
- 235000007164 Oryza sativa Nutrition 0.000 description 1
- 206010063493 Premature ageing Diseases 0.000 description 1
- XSTXAVWGXDQKEL-UHFFFAOYSA-N Trichloroethylene Chemical group ClC=C(Cl)Cl XSTXAVWGXDQKEL-UHFFFAOYSA-N 0.000 description 1
- 241000469816 Varus Species 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 238000013459 approach Methods 0.000 description 1
- 125000002091 cationic group Chemical group 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 230000001143 conditioned effect Effects 0.000 description 1
- 238000007596 consolidation process Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 230000036541 health Effects 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 238000011068 loading method Methods 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 230000035699 permeability Effects 0.000 description 1
- 230000003449 preventive effect Effects 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000000717 retained effect Effects 0.000 description 1
- 235000009566 rice Nutrition 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 239000003469 silicate cement Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- GOLXNESZZPUPJE-UHFFFAOYSA-N spiromesifen Chemical compound CC1=CC(C)=CC(C)=C1C(C(O1)=O)=C(OC(=O)CC(C)(C)C)C11CCCC1 GOLXNESZZPUPJE-UHFFFAOYSA-N 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
- 229920006132 styrene block copolymer Polymers 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 239000002344 surface layer Substances 0.000 description 1
- 229960002415 trichloroethylene Drugs 0.000 description 1
- UBOXGVDOUJQMTN-UHFFFAOYSA-N trichloroethylene Natural products ClCC(Cl)Cl UBOXGVDOUJQMTN-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B26/00—Compositions of mortars, concrete or artificial stone, containing only organic binders, e.g. polymer or resin concrete
- C04B26/02—Macromolecular compounds
- C04B26/26—Bituminous materials, e.g. tar, pitch
-
- C—CHEMISTRY; METALLURGY
- C08—ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
- C08L—COMPOSITIONS OF MACROMOLECULAR COMPOUNDS
- C08L95/00—Compositions of bituminous materials, e.g. asphalt, tar, pitch
-
- 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
- E01C7/182—Aggregate or filler materials, except those according to E01C7/26
-
- 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
-
- 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
- E01C7/24—Binder incorporated as an emulsion or solution
-
- 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
- E01C7/26—Coherent pavings made in situ made of road-metal and binders of road-metal and bituminous binders mixed with other materials, e.g. cement, rubber, leather, fibre
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/00474—Uses not provided for elsewhere in C04B2111/00
- C04B2111/0075—Uses not provided for elsewhere in C04B2111/00 for road construction
Landscapes
- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Architecture (AREA)
- Ceramic Engineering (AREA)
- Materials Engineering (AREA)
- Organic Chemistry (AREA)
- Dispersion Chemistry (AREA)
- Health & Medical Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Medicinal Chemistry (AREA)
- Polymers & Plastics (AREA)
- Road Paving Structures (AREA)
Abstract
The invention discloses a kind of maintenance construction method that bituminous paving oozes solid wearing course, which comprises the following steps：Solid agent spread quantity is oozed to survey；Clean road surface；Road surface pre-processes；Solid agent is oozed in sprinkling；Pave wearing course；Manual amendment；Initial curing.The maintenance construction method of the present invention, which is oozed solid agent atomization or is applied to behind former road surface, to be demulsified, oozed under weight cycloalkane distilled oil is quick and recover old asphalt performance, protobitumen road surface early disease is repaired, while matrix pitch and tackifier mixture reside in road table and form tack coat.Solid layer is oozed in protobitumen road surface and tack coat after reparation described in collectively constituting.Speed of application is fast, efficient.
Description
Technical field：
The present invention relates to asphalt pavement conserving field, and in particular to a kind of bituminous paving oozes the maintenance construction method of solid wearing course.
Background technology：
After bituminous paving is built up, due to the long term of vehicular load, abrasion and natural climate, ageing of asphalt can be gradually appeared,
Performance degradation, and the various diseases such as pavement crack, pit slot, track, loose, infiltration, pitted skin, antiskid deficiency.In order to extend drip
Blue or green service life of road surface, improves road surface running vehicle security and comfort, with micro-surface area, super viscous wearing course etc. for the preventative of representative
Maintenance process extensive use at home and abroad at present.Above-mentioned preventive maintenance method have delay disease development, repairing track and
Improve the functions such as original Bitumen Pavement Anti-Skid Performance, but its ageing of asphalt, loose, infiltration and early stage net for having occurred to former road surface
Improvement can not be repaired by splitting.The integral strength deficiency on former road surface, can make the wearing course of overlying be easy to wear away, peel off, its maintenance effect
Duration be restricted, generally start significant degradation occur in using 2-3.
The content of the invention：
The present invention is in view of the above-mentioned problems of the prior art, providing a kind of bituminous paving oozes solid agent.
Present invention simultaneously provides a kind of maintenance construction method that bituminous paving oozes solid wearing course.
The concrete technical scheme of the present invention is as follows：
A kind of bituminous paving oozes solid agent, this oozes solid agent and is formed by the raw material mixed preparing of following parts by weight：
20-40 parts of cycloalkane distilled oil of weight；
15-30 parts of oil matrix pitch；
1-3 parts of emulsifying agent；
0-5 parts of modifying agent；
40-65 parts of water.
The further design of the present invention is：
This oozes the heavy cycloalkane oil light fraction that weight cycloalkane distilled oil in solid agent selects hydrodesulfurization.
This, which oozes solid agent petrochina matrix pitch prill, selects No. 70 oil matrix pitches or No. 90 oil matrix pitches.
This, which oozes emulsifying agent in solid agent, selects 18331 type emulsifying agents；Modifying agent model selects SBR SBR types.
A kind of bituminous paving oozes the maintenance construction method of solid wearing course, which comprises the following steps：
1）Solid agent spread quantity is oozed to survey；
2）Clean road surface；
3）Road surface pre-processes；
4）Solid agent is oozed in sprinkling；
5）Pave wearing course；
6) manual amendment；
7) initial curing.
Step 1）When oozing solid agent spread quantity and surveying, analysis is sampled to former road surface, detect former pavement asphalt needle penetration and
Ductility, and combine 30 minutes simulation coated test results of testing result and scene and determine to ooze solid agent spread quantity；
Step 1）Described in ooze the spread quantity of solid agent be 0.3-0.7kg/ ㎡.
Step 1）During middle sampling analysis, when in the attenuation ratio of needle penetration or ductility at least one be more than 20% when, Ying Bao
Demonstrate,prove every square metre of spread quantity for oozing solid agent and be no less than 0.3Kg；When at least one is more than in the attenuation ratio of needle penetration or ductility
When 50%, it should ensure that every square metre of spread quantity for oozing solid agent is no less than 0.5Kg.
Step 4）When oozing solid agent sprinkling cloth, solid agent will be oozed and load distribution vehicle, spread is carried out according to predetermined spread quantity,
Ooze after reaction is fully oozed down in solid agent and enter lower road working procedure.
Step 5）Pave wearing course when, the thickness of wearing course is 0.6-1.2cm.
The wearing course can also claim modified pitch to grind wearing course, be formed by the raw material mix of following parts by weight：
High molecular polymer is modified 9-15 parts of high-viscous emulsified asphalt；
80-90 parts of basalt；
0-1 parts of filler；
0-3 parts of portland cement；
0-8 parts of water.
The filler selects limestone mineral powder.
The present invention has the following advantages that compared with prior art：
1st, the present invention provides a kind of maintenance construction method that the bituminous paving for oozing solid agent oozes solid wearing course, it is described ooze solid agent atomization or
It is applied to behind former road surface and is demulsified, oozed under weight cycloalkane distilled oil is quick and recover old asphalt performance, repairs protobitumen road surface
Early disease, while matrix pitch and tackifier mixture reside in road table and form tack coat.Protobitumen road surface after reparation and
Tack coat oozes solid layer described in collectively constituting.Speed of application is fast, efficient.
2nd, component is oozed under oozing in solid agent and quickly penetrates into former road surface, makes the performance of aged asphalt in former road surface（Enter including pin
Degree, ductility, softening point and viscosity）Be restored, and repair the premature ageing disease of former road surface, improve its compactness and
Pliability, and make to ooze solid wearing course and be not easy to peel off, wear away, durability enhancing.
3rd, high adhered modification asphalt wearing layer provides abrasion resisting, cracking resistance, waterproof in subsequent years and ensures frictional behaviour
Function.
4th, the consolidation component oozed in solid agent is retained between former road surface and wearing course, makes to ooze solid wearing course integrally than common
Asphalt wearing layer has more preferable bond strength between layers and shearing strength.
5th, in summary advantage, solves several main weak spots of similar wearing course technology, that is, oozing the presence of solid layer makes
The sustainable time lengthening of asphalt pavement conserving effect reaches more than 5 years to twice.
6th, in addition, wearing course of the prior art can not be applied to loose, the former road surface of check crack.Ooze and ooze component under solid agent
There is repair to former ravelling, check crack disease, the present invention is had for the old road face of different situations more extensive
Applicability.
Brief description of the drawings:
Fig. 1 is the structure diagram of the present invention.
In figure, A- modified pitch wearing courses；B- oozes solid layer；The former road surface of reparation is oozed under C- warps.
Fig. 2 is the flow chart of the asphalt pavement conserving construction method of the present invention.
Embodiment：
Below in conjunction with the accompanying drawings to further description of the present invention：
As shown in Figure 1, there is three-decker on the road surface that the bituminous paving of the present invention oozes solid wearing course reparation, it under warp by oozing reparation
Former road surface 1, tack coat 2,3 up of three layers of modified pitch wearing course.
Embodiment one：Bituminous paving oozes the preparation of solid agent：
The bituminous paving of the present invention oozes solid agent and is formed by following raw material mixed preparing：
Weight cycloalkane distilled oil：300Kg, selects the heavy cycloalkane oil light fraction Jing Guo hydrodesulfurization（U.S. Ergon
Company produces）.
Oil matrix pitch：200Kg, selects No. 70 oil matrix pitches (No. 90 oil matrix pitches also can be selected)；
Emulsifying agent parts by weight 20Kg, selects 18331 type emulsifying agents（Dutch Akzo-Nobel companies production）
Modifying agent parts by weight 30Kg, selects styrene butadiene rubber sbr modifying agent.
Water 550Kg.
The bituminous paving oozes the preparation process of solid agent：First weight cycloalkane distilled oil is mixed to form with oil matrix pitch
Base oil mixed liquor heat preservation for standby use, is then hybridly prepared into soap lye in proportion by emulsifying agent, modifying agent and water, finally by base oil
Mixed liquor and soap lye produce that to form lotion spare by colloid mill together.
Embodiment two：Bituminous paving oozes the preparation of solid agent：
The bituminous paving of the present invention oozes solid agent and is formed by following raw material mixed preparing：
20-40 parts of cycloalkane distilled oil of weight；
15-30 parts of oil matrix pitch；
1-3 parts of emulsifying agent；
0-5 parts of modifying agent；
40-65 parts of water.
Weight cycloalkane distilled oil：250Kg, selects the heavy cycloalkane oil light fraction Jing Guo hydrodesulfurization（The U.S.
Ergon companies produce）；
Oil matrix pitch：250Kg, selects No. 90 oil matrix pitches；
Emulsifying agent parts by weight 15Kg, selects 18331 type emulsifying agents（Dutch Akzo-Nobel companies production）；
Modifying agent parts by weight 45Kg, is selected：Styrene butadiene rubber sbr modifying agent；
Water 450Kg.
The bituminous paving oozes the preparation process of solid agent：First weight cycloalkane distilled oil is mixed to form with oil matrix pitch
Base oil mixed liquor heat preservation for standby use, is then hybridly prepared into soap lye in proportion by emulsifying agent, modifying agent and water, finally by base oil
Mixed liquor and soap lye produce that to form lotion spare by colloid mill together.
Embodiment three：Bituminous paving oozes the preparation of solid agent：
The bituminous paving of the present invention oozes solid agent and is formed by following raw material mixed preparing：
Weight cycloalkane distilled oil：350Kg, selects the heavy cycloalkane oil light fraction Jing Guo hydrodesulfurization（U.S. Ergon
Company produces）；
Oil matrix pitch：100Kg, selects No. 90 oil matrix pitches；
Emulsifying agent parts by weight 28Kg, selects 18331 type emulsifying agents（Dutch Akzo-Nobel companies production）；
Water 600Kg.
The bituminous paving oozes the preparation process of solid agent：First weight cycloalkane distilled oil is mixed to form with oil matrix pitch
Base oil mixed liquor heat preservation for standby use, is then hybridly prepared into soap lye in proportion by emulsifying agent, modifying agent and water, finally by base oil
Mixed liquor and soap lye produce that to form lotion spare by colloid mill together.
Example IV：The preparation of modified pitch wearing course：
Modified pitch wearing course is formed by following raw material mix, spare：
High molecular polymer is modified high-viscous emulsified asphalt 120Kg；
Basalt 850Kg；
Filler 5Kg；
Portland cement 15Kg；
Water 6Kg.
The high molecular polymer is modified high-viscous emulsified asphalt to split cationic emulsified bitumen slowly, its evaporated residue content
Ratio（Solids content）More than 60%, the softening point of its evaporated residue is higher than 60 DEG C, and 5 DEG C of ductilities are higher than 80cm, 25 DEG C of needle penetrations
In 60-120 1/10mm, 60 DEG C of dynamic viscosities are more than 2500Pas.Wherein high molecular polymer modifying agent is styrene butadiene rubber sbr
Or styrene block copolymer SBS, accounting is 3-10% in emulsified asphalt.
The basalt requirement is formed by the building stones rolling that intensity is high, wearability is good, its 9.5mm square hole screen percent of pass is
100%, 4.75mm square hole screen percent of pass are 70-90%, and 2.36mm square hole screens percent of pass is 40-70%, and 0.075mm square hole screens pass through
Rate is 5-15%.
The filler selects limestone mineral powder.
Embodiment five：The preparation of modified pitch wearing course：
Modified pitch wearing course is formed by following raw material mix, spare：
High molecular polymer is modified high-viscous emulsified asphalt 100Kg；
Basalt 800Kg；
10Kg parts of portland cement；
Water 20Kg.
Wherein high molecular polymer is modified high-viscous emulsified asphalt and basalt selects same example IV.
Embodiment six：The preparation of modified pitch wearing course：
Modified pitch wearing course is formed by following raw material mix, spare：
High molecular polymer is modified high-viscous emulsified asphalt 110Kg；
Basalt 880Kg；
Filler 8Kg；
Portland cement 25Kg.
Wherein high molecular polymer is modified high-viscous emulsified asphalt, filler and basalt and selects same example IV.
Embodiment seven：Bituminous paving oozes the maintenance construction method of solid wearing course：
Bituminous paving of the present invention oozes the maintenance construction method of solid wearing course substantially as shown in Fig. 2, comprising the following steps：
Step 1）Solid agent spread quantity is oozed to survey：
By being made an on-the-spot survey to former road surface, choose most representational section and carry out coring sampling, core sample is uniformly cut into surface
2cm, using trichloro ethylene be stripped recycling after heating indoors, the detection that pitch carries out needle penetration, ductility, general will be recycled
Testing result and new pitch index（The claimed range lower limit of same index in i.e. existing Asphalt Pavement Construction Technique specification）Carry out
Compare and calculate attenuation ratio, as the preliminary foundation for determining to ooze solid component spread quantity.Attenuation ratio is big, illustrates that aging is serious,
The spread quantity needed is with regard to big.When there is one to be more than 20% in the attenuation ratio of needle penetration or ductility, it should ensure that every square metre oozes admittedly
The spread quantity of agent is no less than 0.3Kg；When there is one to be more than 50% in the attenuation ratio of needle penetration or ductility, every square should ensure that
The spread quantity that rice oozes solid agent is no less than 0.5Kg.With reference to indoor degradation as a result, carrying out simulation coating examination at construction section scene
30 minutes absorptivities, the direct basis as site operation spread quantity are determined in test.
Step 2）Clean road surface：
Soil on former road surface, debris etc. are cleaned up, sprinkling truck and high-power hair-dryer auxiliary can be used to clean road surface.And
Ensure on former road surface without ponding.
Step 3）Road surface pre-processes：
Former road surface must have the structural strength of abundance.Former road surface partial structurtes intensity deficiency, it is necessary to select as the case may be
Suitable method carries out reinforcement.When the track of former below road surface 10mm can directly carry out maintenance processing, the car more than more than 10mm
Rut position, carries out track and fills up in advance as the case may be.At the same time in order to avoid hidden danger, the prior fracture cementation of fissures and repairing road are answered
The diseases such as table pit slot, depression are repaired.
Step 4）Solid agent is oozed in sprinkling：
Solid agent finished product will be oozed to load in intelligent distribution vehicle or rubble synchronization distribution vehicle, intelligence is demarcated according to the spread quantity calculated in advance
Distribution vehicle, implements the spread operation on former road surface（Spread quantity scope 0.3-07kg/ ㎡）, treat 20-30 minutes, ooze solid agent and fully ooze down
It is allowed for access after reaction lower road working procedure.Oozing the solid agent absorbed time can be influenced by weather, sun-drenched in fine day
In the case of, speed, if the cloudy day, the time can extend, and extend conditioned time to 40-60 minutes.
Step 5）Pave wearing course：Asphalt wearing layer is prepared by four raw materials and proportioning is implemented
It is required that using automatic slurry seal paver, it is divided into the following steps：
1）Laying-down：According to lane width, paving box width is adjusted, it is integer to make construction range of driving number.Width is from road accordingly
Edge starts setting-out, and general first car marks strike angle line since the left side.
2）Charging：Satisfactory high molecular polymer is modified high-viscous emulsified asphalt, filler, basalt, water, silicate
Cement etc. is respectively charged into the corresponding hopper of paver.
3）Pave
A. charged paver is opened to construction starting point, is directed at strike angle line, spreader is placed on operating position, and adjust
Paving box thickness and camber, offset plate is turned-out after spreader, its excess-three side offset plate is to varus, adjustment slideway height, camber adjustment
Screw, is allowed to the paving thickness for meeting construction requirement, holding makes paving box periphery be adjacent to former road surface, and hangs up properly mop；
B. machine after confirming the height or aperture of each bin gate, cylinder clutch is mixed and stirred in engagement, agitating shaft is run well, and open
Open paving box spiral distributor；
C. each bin gate controlling switch is opened, enters high molecular polymer modification high-viscous emulsified asphalt, filler, basalt, water and mixes
And cylinder, and when the mixture prewetted is elapsed to lotion ejiction opening, lotion sprays；When wherein stirring, by controlling switch into one
Step fine setting water, makes asphalt denseness moderate, is advisable with that can pave but not trickle（It is when surface humidity is higher, it is necessary to few
Add water, or even be not added with water）；
D. adjust mixture dividing to the flow direction on device, mixture is equably flowed to paving box or so；
E. when mixture is evenly distributed in the range of the overall with of paving box, start chassis, and slowly move ahead, but should the temperature remains within the normal range
Bituminous mixture laying amount and output are basically identical, keep the volume of mixture in paving box as 1/2 left side of paving box volume
It is right.Pay special attention to prevent from overflowing in construction；
F. all switches should be closed immediately when any type material is finished on paver, the mixture allowed in a mixing bowl stirs
Uniformly, and it is sent into after paving box paved, that is, stops moving ahead；
G. material is added when paving again, is paved since previous car terminal retreated at 3-4m, front and rear sealing twice is had one section of weight
It is folded.Raised and excessively dilute mixture is struck off, the oil-water ratio that avoids just start shooting be not allowed caused by come off, make to connect stubble and smooth out neatly；
H. paving box is lifted at the end of constructing, then by paver together with paving box Kai Zhi roads outside, cleaning and paves at a mixing bowl
Case.
4）Joint treatment
A. transverse joint is handled：Generally transverse seam is made the form of butt-welded side seam, and automatic slurry seal paver is in starting point
When, slightly slowly advance, so can be to avoid making to pave blocked up because the mixture in paving box is excessive, the arch camber of generation shows
As.After a car has been spread, with the neat connector of spade, one block of iron sheet is spread in joint, concordant with connector end, paver vehicle plays stand
Paving case falls to stop in joint, and paving box is put on iron sheet, after paver advances, by iron sheet together with mixture thereon
Together take away.
B. longitudinal seam is handled：
Gradually construct by by outer lateral median strip in construction track（From low to high）, during construction, should first be connect in making half range
Water process of prewetting is carried out at seam, paving box edge infinite approach has spread track edge, and slurry mixture has necessarily oneself in itself
Trickling, is conducive to the linking of two track mixtures.In case of overlapped place that is blocked up or not connecting, should manually strike off before the forming.
Step 6) manual amendment：
After mixture laying, manually levelling, including starting point, terminal, longitudinal seam should be carried out immediately, blocked up, excessively thin or uneven place,
The scratch especially produced to super large particle diameter mineral aggregate, should remove and fill and lead up as early as possible.
Step 7) initial curing：
After oozing solid wearing course mixture making, forbid all vehicles and pedestrians before open to traffic.Mixture laying is latter
As be not required road roller roll.For hardened verge, parking lot when lacking either occasion without traffic bound or in order to
Meet some special requirements, 6-10t pneumatic-tired rollers can be used to being demulsified and preliminary molding mixture rolls.Can
Meeting after the requirement of open to traffic should open to traffic as early as possible.
Closing and open to traffic：
Before this method construction, pass blocked road is generally required, closes traffic.
After initial curing, oozing solid wearing course and still needing to time of one section of health after initial set is reached just can gradually harden to and can prop up
The degree that vehicle rolls is held, thus the time of open to traffic should be more longer than presetting period, vehicle should be forbidden within this period
It is current, in order to avoid leave the trace of wheel.The time of open to traffic will determine according to situations such as scene temperature, wind speed.
Pavement structure Fig. 1 after construction such as shows, is respectively modified pitch wearing course A, oozes solid layer B, the original of reparation is oozed under
Road surface C.
In the present invention, ooze solid agent atomization spread or be applied to behind former road surface i.e. demulsification.Heavy cycloalkane distilled oil therein
There is good compatibility and permeability in pitch phase, oozed under quick under the effect of gravity, make 3-4cm below the table of former road surface road
Surface layer asphalt performance indexes be restored, and make protobitumen road surface firm flexible.Matrix pitch and modified agent composition at the same time
Reside in road table and form tack coat, link the wearing course of former road surface and overlying and be integrated.
Existing bituminous paving precuring technology only provides wearing course or has a small number of technologies to increase bonding on this basis
Layer.But since the surface 3-4cm pitches on the former road surface as wearing course infrastructure are for a long time by external environment influence, natural aging
Unavoidably, therefore the prior art has following limitation：
1st, cementitious matter in former road surface（Pitch）Stickiness and elasticity decline it is serious, and emulsified asphalt does not have used by the prior art
Ability is oozed under having, improvement can not be made to this situation, is restricted the bond effect between the conservation layer of overlying and former road surface,
And then influence durability.
2nd, partly or wholly there is loose, microcrack equal strength deficiency in former road surface, in load action bottom offset amount
Greatly, the peeling of overlying conservation layer can be accelerated to degenerate.
3rd, based on a upper content, the scope of application relative narrowness of the prior art, be only applicable to minority road conditions it is overall compared with
Preferable old road face.
It is provided by the present invention to ooze solid wearing course, test and contrast according to front and rear field sampling is implemented, ooze under solid agent
3-4cm can be reached by oozing depth.Its for the bitumen ductility of above-mentioned depth and the lifting ratio of needle penetration generally more than 30%,
Make it restore to the level close to new pitch.In the accelerated loading simulation test of full size road surface, the durability tested is existing
There are more than 2 times of technology, i.e., the expection useful life of the prior art is extended to 5 years or so from 2-3, make asphalt pavement conserving
Year chemical conversion be originally greatly reduced.
Claims (10)
1. a kind of bituminous paving oozes solid agent, it is characterized in that：This oozes solid agent and is formed by the raw material mixed preparing of following parts by weight：
20-40 parts of cycloalkane distilled oil of weight；
15-30 parts of oil matrix pitch；
1-3 parts of emulsifying agent；
0-5 parts of modifying agent；
40-65 parts of water.
2. bituminous paving oozes solid agent according to claim 1, it is characterized in that：This, which oozes weight cycloalkane distilled oil in solid agent, selects
The heavy cycloalkane oil light fraction of hydrodesulfurization.
3. bituminous paving oozes solid agent according to claim 1, it is characterized in that：This, which oozes solid agent petrochina matrix pitch prill, selects No. 70
Oil matrix pitch or No. 90 oil matrix pitches.
4. bituminous paving oozes solid agent according to claim 1, it is characterized in that：This, which oozes emulsifying agent in solid agent, selects 18331 types breast
Agent；Modifying agent model selects SBR SBR types.
5. the maintenance construction method of solid wearing course, its feature are oozed based on any bituminous pavings for oozing solid agent of claim 1-4
It is：The construction method comprises the following steps：
1）Solid agent spread quantity is oozed to survey；
2）Clean road surface；
3）Road surface pre-processes；
4）Solid agent is oozed in sprinkling；
5）Pave wearing course；
6) manual amendment；
7) initial curing;
Step 1）When oozing solid agent spread quantity and surveying, analysis is sampled to former road surface, detects former pavement asphalt needle penetration and ductility,
And combine 30 minutes simulation coated test results of testing result and scene and determine to ooze solid agent spread quantity；
Step 4）When oozing solid agent spread, solid agent will be oozed and load distribution vehicle, carried out spread according to predetermined spread quantity, ooze solid agent
Enter lower road working procedure after reaction is oozed under fully.
6. bituminous paving oozes the maintenance construction method of solid wearing course according to claim 5, it is characterized in that：Step 1）Described in
The spread quantity for oozing solid agent is 0.3-0.7kg/ ㎡.
7. bituminous paving oozes the maintenance construction method of solid wearing course according to claim 6, it is characterized in that：Step 1）Middle sampling
During analysis, when in the attenuation ratio of needle penetration or ductility at least one be more than 20% when, should ensure that every square metre oozes spilling for solid agent
Cloth amount is no less than 0.3Kg；When in the attenuation ratio of needle penetration or ductility at least one be more than 50% when, should ensure that every square metre
The spread quantity for oozing solid agent is no less than 0.5Kg.
8. bituminous paving oozes the maintenance construction method of solid wearing course according to claim 5, it is characterized in that：Step 5）Pave mill
When consuming layer, the thickness of modified pitch wearing course is 0.6-1.2cm.
9. bituminous paving oozes the maintenance construction method of solid wearing course according to claim 8, it is characterized in that：The wearing course by
The raw material mix of following parts by weight forms：
High molecular polymer is modified 9-15 parts of high-viscous emulsified asphalt；
80-90 parts of basalt；
0-1 parts of filler；
0-3 parts of portland cement；
0-8 parts of water.
10. bituminous paving oozes the maintenance construction method of solid wearing course according to claim 9, it is characterized in that：The filler choosing
Use limestone mineral powder.
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| CN109610259A (en) * | 2018-11-19 | 2019-04-12 | 厦门华特公路沥青技术有限公司 | A kind of road ultra-thin wearing layer and preparation method thereof |
| CN111334248A (en) * | 2020-04-22 | 2020-06-26 | 中化学交通建设集团有限公司 | Asphalt pavement crack repairing pretreatment liquid and preparation method and application thereof |
| CN112195709A (en) * | 2020-09-18 | 2021-01-08 | 贵州路智工程技术有限公司 | APR (alkaline peroxide solution) cementing agent for curing permeable wearing course of mountain highway and construction method thereof |
| CN113338108A (en) * | 2021-05-26 | 2021-09-03 | 江苏瑞文戴尔交通科技有限公司 | Anti-freezing wearing layer and maintenance construction method of asphalt pavement |
| CN113638282A (en) * | 2021-08-13 | 2021-11-12 | 江苏瑞文戴尔交通科技有限公司 | Structural layer for repairing deep track of asphalt pavement and construction method |
| CN113667403A (en) * | 2021-09-06 | 2021-11-19 | 南通学帆工程材料科技有限公司 | Preparation method of penetration-fixation type fine-surface pavement wearing layer |
| CN113998922A (en) * | 2021-11-01 | 2022-02-01 | 江苏瑞文戴尔交通科技有限公司 | Permeable-solidification regenerative ultrathin wearing layer and construction method thereof |
| CN114293428A (en) * | 2022-01-10 | 2022-04-08 | 江苏瑞文戴尔交通科技有限公司 | Regenerative anti-sliding low-noise wearing layer and construction method thereof |
| CN114292050A (en) * | 2021-12-20 | 2022-04-08 | 贵州省水城公路管理局 | Universal regeneration wearing layer |
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| CN112195709A (en) * | 2020-09-18 | 2021-01-08 | 贵州路智工程技术有限公司 | APR (alkaline peroxide solution) cementing agent for curing permeable wearing course of mountain highway and construction method thereof |
| CN113338108A (en) * | 2021-05-26 | 2021-09-03 | 江苏瑞文戴尔交通科技有限公司 | Anti-freezing wearing layer and maintenance construction method of asphalt pavement |
| CN113638282A (en) * | 2021-08-13 | 2021-11-12 | 江苏瑞文戴尔交通科技有限公司 | Structural layer for repairing deep track of asphalt pavement and construction method |
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| CN114292050A (en) * | 2021-12-20 | 2022-04-08 | 贵州省水城公路管理局 | Universal regeneration wearing layer |
| CN114293428A (en) * | 2022-01-10 | 2022-04-08 | 江苏瑞文戴尔交通科技有限公司 | Regenerative anti-sliding low-noise wearing layer and construction method thereof |
| CN114293428B (en) * | 2022-01-10 | 2023-11-28 | 江苏瑞文戴尔交通科技有限公司 | Regeneration type anti-slip low-noise wearing layer construction method |
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