CN106904871A - Draining reclaimed asphalt mixture and its mixing proportion design method - Google Patents
Draining reclaimed asphalt mixture and its mixing proportion design method Download PDFInfo
- Publication number
- CN106904871A CN106904871A CN201710081655.XA CN201710081655A CN106904871A CN 106904871 A CN106904871 A CN 106904871A CN 201710081655 A CN201710081655 A CN 201710081655A CN 106904871 A CN106904871 A CN 106904871A
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- China
- Prior art keywords
- draining
- materials
- reclaimed
- asphalt mixture
- reclaimed asphalt
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Classifications
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- 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
- 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
- C04B20/00—Use of materials as fillers for mortars, concrete or artificial stone according to more than one of groups C04B14/00 - C04B18/00 and characterised by shape or grain distribution; Treatment of materials according to more than one of the groups C04B14/00 - C04B18/00 specially adapted to enhance their filling properties in mortars, concrete or artificial stone; Expanding or defibrillating materials
- C04B20/0076—Use of materials as fillers for mortars, concrete or artificial stone according to more than one of groups C04B14/00 - C04B18/00 and characterised by shape or grain distribution; Treatment of materials according to more than one of the groups C04B14/00 - C04B18/00 specially adapted to enhance their filling properties in mortars, concrete or artificial stone; Expanding or defibrillating materials characterised by the grain distribution
-
- 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
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Compositions Of Macromolecular Compounds (AREA)
- Road Paving Structures (AREA)
Abstract
The invention discloses a kind of draining reclaimed asphalt mixture, including reclaimed materials, gather materials, filler, fiber stabilizer and cut-back asphalt；The reclaimed materials be drainage index by after the pavement usage in more than ten years again by digging, milling and come；Gather materials including coarse aggregate and fine aggregate, the coarse aggregate is basalt, fine aggregate is limestone；The nominal maximum aggregate size for gathering materials is 13.2mm；Described filler is limestone dust；Fiber stabilizer is the composite fibre of lignin fibre or basalt mineral fiber or both, and volume is the 0.1%~0.6% of the draining reclaimed asphalt mixture quality；The cut-back asphalt is diluted polymer modified pitch, and volume is the 4.8%~7.6% of the draining reclaimed asphalt mixture quality.The invention also discloses a kind of proportion design method of draining reclaimed asphalt mixture.The present invention optimizes the mixture proportion of reclaimed materials while drainage index pavement performance is ensured.
Description
Technical field
The invention belongs to building material technical field used in road engineering, and in particular to a kind of draining regeneration asphalt is mixed
Close material and its proportion design method.
Background technology
Drainage asphalt pavement is a kind of typical skeleton-pore structure, and substantial amounts of connectivity gap is internally formed hair in road
The drainage network road for reaching, rainwater is discharged along road horizontal wall inscription by net road by portion in the body of road, because it has excellent antiskid performance, table
The face not function such as ponding and absorbing sound and lowering noise, is subject to more and more extensive popularization and application in the build of bituminous paving upper layer, but
Because China's bituminous pavement design life-span is 10-15, therefore, drainage asphalt pavement will enter the medium-capital overhauling stage how
It is the urgent task for facing at present to process these discarded drainage asphalt mixtures.
Due to gathering materials using expensive high-viscosity modified asphalt and high-quality more than drainage asphalt mixture, in maintenance process
In directly its milling is abandoned or can not only trigger environmental pollution for road surface cutting optimal as reclaimed materials, while can also cause
A kind of huge economic loss.Therefore the regeneration issues of research drainage asphalt pavement are just particularly important.
Current regeneration techniques just for matrix pitch and common hot-mix asphalt mixture, for Modified Bitumen Pavement
Study of Regeneration Technique is less, and the regeneration techniques and drainage asphalt pavement regeneration techniques that are directed to high viscosity modified pitch are even more one
Piece blank.
At present, drainage asphalt pavement has been flourished at home as a kind of novel pavement, but in view of drip
The blue or green pavement life time limit, the regeneration techniques supporting with it is not yet effectively solved.
The content of the invention
It is an object of the invention to provide a kind of reclaimed asphalt mixture for drainage asphalt pavement reclaimed materials and its match somebody with somebody
Compare method for designing.The present invention is not only suitable for laboratory test, also can on a large scale be used for batching plant.
In order to realize above-mentioned technology improving eyesight, the technical scheme that the present invention takes is：
Draining reclaimed asphalt mixture, it is characterised in that：Including reclaimed materials, gather materials, filler, fiber stabilizer and dilution drip
It is blue or green.
Further, the reclaimed materials be drainage index by after the pavement usage in more than ten years again by digging,
Milling and come；Described to gather materials including coarse aggregate and fine aggregate, the coarse aggregate is basalt, and the fine aggregate is limestone；
The nominal maximum aggregate size for gathering materials is 13.2mm；Described filler is limestone dust；The fiber stabilizer is fine lignin
The composite fibre of dimension or basalt mineral fiber or both, volume be the draining reclaimed asphalt mixture quality 0.1%~
0.6%；The cut-back asphalt is diluted polymer modified pitch, and volume is the draining reclaimed asphalt mixture quality
4.8%~7.6%.
Further, the diluted polymer modified pitch includes matrix pitch, modifying agent, wax, diluent and antistripping
Agent, wherein：The matrix pitch is 70# matrix pitches；The modifying agent is asphalt modifier with high viscosity, and addition is described dilute
Release the 8%~12% of polymer modified asphalt quality；
The diluent is diesel oil or kerosene, addition be the diluted polymer modified pitch quality 16.9%~
21.6%.；The antistripping agent is a kind of surfactant for increasing pitch and building stones adhesiveness, and addition is poly- for the dilution
The 2%~6% of polymer modified asphalt quality.
Still further preferably, the antistripping agent is the surfactant of aminated compounds or phosphorus hydroxyl organic matter.
In order to realize above-mentioned technology improving eyesight, another technical scheme that the present invention takes is：
A kind of proportion design method of draining reclaimed asphalt mixture for above-mentioned draining reclaimed asphalt mixture, it is special
Levy is to comprise the following steps：It is foundation to use interference theory, and control coarse aggregate is with fine aggregate key sieve size by hundred
Divide rate proportionate relationship.
Further, described reclaimed materials, gather materials with filler entirety grading limit it is as follows：
Further, by controlling coarse aggregate with fine aggregate key sieve size by percentage proportionate relationship, thickness
The division gathered materials be use interference theory be design theoretical foundation；When three mutual embedded squeezings of ball, contact surface is respectively sphere
Or during plane, there is four kinds of possible combinations, the space for being formed is respectively 0.15,0.20,0.24 and 0.29 times of circular diameter, is taken
Its average value, using 0.22 times of corresponding screen size of nominal maximum aggregate size size (D) as thickness in compound gather materials point
Boundary's point, is coarse aggregate more than gathering materials for separation, is fine aggregate less than gathering materials for separation.
The present invention first uses Grey Theory Analysis reclaimed materials influence factor, is ensureing drainage index pavement performance
Optimize the mixture proportion of reclaimed materials simultaneously.
Brief description of the drawings
Fig. 1 is formate gradation composition curve synoptic diagram of the invention.
Specific embodiment
Embodiment 1：
This draining reclaimed asphalt mixture, including reclaimed materials, gather materials, filler, fiber stabilizer and cut-back asphalt.Described time
Rewinding be drainage index by after the pavement usage in more than ten years again by digging, milling and come；It is described gather materials including
Coarse aggregate and fine aggregate, the coarse aggregate are basalt, and the fine aggregate is limestone；The nominal maximum aggregate size that gathers materials is
13.2mm；Described filler is limestone dust；The fiber stabilizer is lignin fibre or basalt mineral fiber or both
Composite fibre, volume is the 0.1%~0.6% of the draining reclaimed asphalt mixture quality；The cut-back asphalt is dilution
Polymer modified asphalt, volume is the 4.8%~7.6% of the draining reclaimed asphalt mixture quality.The diluted polymer
Modified pitch includes matrix pitch, modifying agent, wax, diluent and antistripping agent, wherein：The matrix pitch is the drip of 70# matrix
It is blue or green；The modifying agent is asphalt modifier with high viscosity, addition be the diluted polymer modified pitch quality 8%~
12%；The diluent is diesel oil or kerosene, addition be the diluted polymer modified pitch quality 16.9%~
21.6%.；The antistripping agent is a kind of surfactant for increasing pitch and building stones adhesiveness, and addition is poly- for the dilution
The 2%~6% of polymer modified asphalt quality.
Embodiment 2
In the present embodiment 2, draining reclaimed asphalt mixture is same as Example 1；The proportioning of this reclaimed asphalt mixture sets
Meter method is comprised the following steps：It is foundation to use interference theory, and control coarse aggregate is with fine aggregate key sieve size by hundred
Divide rate proportionate relationship.By controlling coarse aggregate with fine aggregate key sieve size by percentage proportionate relationship, thickness is gathered materials
Division be use interference theory be design theoretical foundation；When three mutual embedded squeezings of ball, contact surface is respectively sphere or flat
During face, there are four kinds of possible combinations, the space for being formed is respectively 0.15,0.20,0.24 and 0.29 times of circular diameter, takes it
Average value, using the boundary that 0.22 times of corresponding screen size of nominal maximum aggregate size size (D) is gathered materials as thickness in compound
Point, is coarse aggregate more than gathering materials for separation, is fine aggregate less than gathering materials for separation.
In the present embodiment 2, mineral aggregate gradation after reclaimed materials extracting：Reclaimed materials mixture proportion is 20%.
Newly gather materials：Coarse aggregate is basalt, and fine aggregate is limestone, and filler is limestone dust, and nominal maximum aggregate size is
13.2mm
| Sieve aperture (mm) | 16 | 13.2 | 9.5 | 4.75 | 2.36 | 1.18 | 0.6 | 0.3 | 0.15 | 0.075 |
| Percent of pass (%) | 100 | 99.1 | 54.5 | 18.1 | 12.0 | 9.6 | 7.7 | 6.5 | 5.6 | 4.6 |
Fiber stabilizer：Basalt fibre, accounts for the 0.6% of mixture quality.
Cut-back asphalt：Cut-back asphalt accounts for the 5.5% of mixture quality.
Cut-back asphalt mesostroma pitch uses South Korea's SK70# heavy traffic paving asphalts, and addition content is the 64.4% of cut-back asphalt quality；
Modifying agent is asphalt modifier with high viscosity using RST modifying agent, and RST modifying agent addition content is the 9.2% of cut-back asphalt quality；Institute
It is No. zero diesel oil with diluent, addition content is the 20.4% of cut-back asphalt quality；Antistripping agent addition is cut-back asphalt quality
3%.
Draining reclaimed asphalt mixture proportion design method considers reclaimed materials that as gathering materials it is design to use interference theory
Theoretical foundation.When three mutual embedded squeezings of ball, when contact surface is respectively sphere or plane, there are four kinds of possible combinations, institute's shape
Into space be respectively 0.15,0.20,0.24 and 0.29 times of circular diameter.Its average value is taken, with nominal maximum aggregate size size (D)
The separation that gathers materials as thickness in compound of 0.22 times of corresponding screen size, be coarse aggregate more than gathering materials for separation,
It is fine aggregate less than gathering materials for separation.
Claims (7)
1. a kind of draining reclaimed asphalt mixture, it is characterised in that：Including reclaimed materials, gather materials, filler, fiber stabilizer and dilution
Pitch.
2. draining reclaimed asphalt mixture according to claim 1, it is characterised in that：
The reclaimed materials be drainage index by after the pavement usage in more than ten years again by digging, milling and come；
Described to gather materials including coarse aggregate and fine aggregate, the coarse aggregate is basalt, and the fine aggregate is limestone；It is described to gather materials
Nominal maximum aggregate size be 13.2mm；
Described filler is limestone dust；
The fiber stabilizer is the composite fibre of lignin fibre or basalt mineral fiber or both, and volume is the draining
The 0.1%~0.6% of reclaimed asphalt mixture quality；
The cut-back asphalt is diluted polymer modified pitch, and volume is the 4.8% of the draining reclaimed asphalt mixture quality
~7.6%.
3. draining reclaimed asphalt mixture according to claim 2, it is characterised in that the diluted polymer modified pitch
Comprising matrix pitch, modifying agent, wax, diluent and antistripping agent, wherein：
The matrix pitch is 70# matrix pitches；
The modifying agent is asphalt modifier with high viscosity, addition be the diluted polymer modified pitch quality 8%~
12%；
The diluent is diesel oil or kerosene, addition be the diluted polymer modified pitch quality 16.9%~
21.6%.；
The antistripping agent is a kind of surfactant for increasing pitch and building stones adhesiveness, and addition is the diluted polymer
The 2%~6% of modified pitch quality.
4. draining reclaimed asphalt mixture according to claim 3, it is characterised in that：The antistripping agent is amine chemical combination
The surfactant of thing or phosphorus hydroxyl organic matter.
5. the proportion design method of the draining reclaimed asphalt mixture described in a kind of claim 1 or 2 or 3 or 4, it is characterised in that
Comprise the following steps：It is foundation to use interference theory, and control coarse aggregate is with fine aggregate key sieve size by percentage ratio
Example relation.
6. the proportion design method of draining reclaimed asphalt mixture according to claim 5, it is characterised in that described returns
Rewinding, gather materials with filler entirety grading limit it is as follows：
7. the proportion design method of draining reclaimed asphalt mixture according to claim 5, it is characterised in that：By control
Coarse aggregate and fine aggregate key sieve size by percentage proportionate relationship, the division that thickness is gathered materials be use interference theory for
The theoretical foundation of design；When three mutual embedded squeezings of ball, when contact surface is respectively sphere or plane, there are four kinds of possible combinations,
The space for being formed is respectively 0.15,0.20,0.24 and 0.29 times of circular diameter, its average value is taken, with nominal maximum aggregate size chi
The separation that 0.22 times of corresponding screen size of very little (D) is gathered materials as thickness in compound, is thick more than gathering materials for separation
Gather materials, be fine aggregate less than gathering materials for separation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710081655.XA CN106904871A (en) | 2017-02-15 | 2017-02-15 | Draining reclaimed asphalt mixture and its mixing proportion design method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710081655.XA CN106904871A (en) | 2017-02-15 | 2017-02-15 | Draining reclaimed asphalt mixture and its mixing proportion design method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106904871A true CN106904871A (en) | 2017-06-30 |
Family
ID=59207648
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710081655.XA Pending CN106904871A (en) | 2017-02-15 | 2017-02-15 | Draining reclaimed asphalt mixture and its mixing proportion design method |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107759138A (en) * | 2017-11-08 | 2018-03-06 | 上海浦东路桥建设股份有限公司 | Assembled asphalt pavement material and the preparation method with the prefabricated component |
| CN107957479A (en) * | 2018-01-05 | 2018-04-24 | 山东中天水土资源生态开发建设有限公司 | One kind is according to soil characteristic filtrate grading method |
| CN108503304A (en) * | 2018-04-08 | 2018-09-07 | 长安大学 | A kind of emulsified asphalt cold in place recycling mixture and its grading method and application |
| CN110304865A (en) * | 2019-03-20 | 2019-10-08 | 上海应用技术大学 | Old cement concrete overlays repair materials and application method |
| CN112694285A (en) * | 2021-01-11 | 2021-04-23 | 安徽省交通控股集团有限公司 | Drainage asphalt mixture and preparation method and application thereof |
| CN112919853A (en) * | 2021-04-21 | 2021-06-08 | 漳州新立基沥青有限公司 | Asphalt mixture for drainage and preparation method thereof |
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| CN104030608A (en) * | 2014-06-25 | 2014-09-10 | 北京建筑大学 | Regenerated OGFC (Open-graded Friction Courses) mixed material and preparation method thereof |
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2017
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| WO1988003157A1 (en) * | 1986-10-31 | 1988-05-05 | Chevron Research Company | Open-graded asphalt |
| DE602007008810D1 (en) * | 2006-03-28 | 2010-10-14 | Meadwestvaco Corp | WATER-IN-OIL BITUMINE DISPERSIONS AND METHOD FOR PRODUCING ROAD FACING MASSES THEREFOR |
| CN102531472A (en) * | 2011-12-20 | 2012-07-04 | 上海浦东路桥建设股份有限公司 | Open-gradation storage type asphalt mixture for patching of draining asphalt pavement |
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Non-Patent Citations (1)
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107759138A (en) * | 2017-11-08 | 2018-03-06 | 上海浦东路桥建设股份有限公司 | Assembled asphalt pavement material and the preparation method with the prefabricated component |
| CN107957479A (en) * | 2018-01-05 | 2018-04-24 | 山东中天水土资源生态开发建设有限公司 | One kind is according to soil characteristic filtrate grading method |
| CN108503304A (en) * | 2018-04-08 | 2018-09-07 | 长安大学 | A kind of emulsified asphalt cold in place recycling mixture and its grading method and application |
| CN110304865A (en) * | 2019-03-20 | 2019-10-08 | 上海应用技术大学 | Old cement concrete overlays repair materials and application method |
| CN112694285A (en) * | 2021-01-11 | 2021-04-23 | 安徽省交通控股集团有限公司 | Drainage asphalt mixture and preparation method and application thereof |
| CN112919853A (en) * | 2021-04-21 | 2021-06-08 | 漳州新立基沥青有限公司 | Asphalt mixture for drainage and preparation method thereof |
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Application publication date: 20170630 |