CN108640565A - A kind of Asphalt Pavement Damage repair cold-repairing material and preparation method thereof - Google Patents
A kind of Asphalt Pavement Damage repair cold-repairing material and preparation method thereof Download PDFInfo
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- CN108640565A CN108640565A CN201810644817.0A CN201810644817A CN108640565A CN 108640565 A CN108640565 A CN 108640565A CN 201810644817 A CN201810644817 A CN 201810644817A CN 108640565 A CN108640565 A CN 108640565A
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- cold
- repairing material
- pitch
- asphalt pavement
- pass
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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
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/20—Resistance against chemical, physical or biological attack
-
- 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
- C04B2201/00—Mortars, concrete or artificial stone characterised by specific physical values
- C04B2201/50—Mortars, concrete or artificial stone characterised by specific physical values for the mechanical strength
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 present invention relates to a kind of Asphalt Pavement Damage repair cold-repairing materials, including gathering materials, pitch and cold-patch agent, described to gather materials including rubble, Machine-made Sand and miberal powder, ballast grain sizes are 5mm 16mm, bitumen aggregate ratio is 4 6%, and the cold-patch agent accounts for the 1.0~1.5% of cold-repairing material gross mass.The present invention provides a kind of pitch cold-repairing material overcome traditional cold repairing asphalt mixture easily it is hardened, durability is poor and workability is poor, with repairing at any time, workability is good, temperature stability is good, shaping strength is high, water stability is excellent, the features such as durability is good, easy to store, effectively extend cold-repairing material service life, has broad application prospects.
Description
Technical field
The invention belongs to asphalt preparation field, it is related to a kind of Asphalt Pavement Damage repair cold-repairing material and its preparation
Method.
Background technology
Bituminous paving has preferable mechanical strength, adapts to various drivings as a kind of jointless continuous pavement
Load, and have many advantages, such as driving steady, comfortable, low noise and easy to repair, it is more and more widely used.Asphalt road
Face is during long-term use, it may appear that the diseases such as pit slot, loose, peeling influence road normal use, or even cause traffic
Accident.The diseases such as pit slot, the breakage therefore occurred for road surface need to be repaired in time.Road surface pit repairing vulcanizes method and cold
Place is concentrated in 2 type of reinforcing method, traditional hot patching construction, and the larger pavement maintenance of quantities is feasible, but for
Place disperses, and the small pavement maintenance of quantities is inconvenient, and cannot normal construction in rain and snow.Cold-patch method compensates for
The deficiency of method is vulcanized, can also be constructed in rain and snow, it is easy to operate, while can be energy saving, reduce environmental pollution.
In the 1990s, external cold asphalt mixture initially enters China, to drive research and development of the China to cold-repairing material.Through
The effort of recent two decades is crossed, occurs the cold-repairing material of many domestic independent brands in succession.But the cold-repairing material quality of domestic production is good
Green bristlegrass is uneven, and cold-repairing material is low temperature resistant and high temperature resistance is poor, and the brittle crust of low temperature environment, hot environment easily softens, and causes road
Surface evenness is deteriorated, and often initial strength is not high for cold-repairing material, causes performance poor, is easy loosely to fall off so that cold-patch
Material often can only be as the interim handle measure of disease.
Invention content
In view of this, the purpose of the present invention is to provide a kind of Asphalt Pavement Damage repair cold-repairing material and its preparation sides
Method.
In order to achieve the above objectives, the present invention provides the following technical solutions：
1. a kind of Asphalt Pavement Damage repair cold-repairing material, including gather materials, pitch and cold-patch agent, it is described to gather materials including rubble
And Machine-made Sand, ballast grain sizes 5mm-16mm, bitumen aggregate ratio 4-6%, the cold-patch agent account for cold-repairing material gross mass 1.0~
1.5%.
Further, bitumen aggregate ratio 5%.
Further, the cold-patch agent is made of following mass fraction formula components：Terpene resin 30-34%, epoxy resin
2-4%, heavy oil 16-18%, diesel oil 44-52%.
Further, the Machine-made Sand is limestone；The pitch is matrix pitch or SBS modified pitch.
Further, described to gather materials in mass ratio for 10-15mm：5-10mm：0-5mm=10-12%：45-47%：42-
44%.
Further, described to gather materials in mass ratio for 10-15mm：5-10mm：0-5mm=11%：46%：43%.
Further, the grading limit gathered materials is：Gathered materials 13.2mm sieve pores percent of pass be 100%, cross 9.5mm sieve
Hole percent of pass is 70%-100%, and it is 40%-70% to cross 4.75mm sieve pore percent of pass, and it is 18%- to cross 2.36mm sieve pore percent of pass
38%, it is 8%-20% to cross 1.18mm sieve pore percent of pass, and it is 4%-15% to cross 0.6mm sieve pore percent of pass, crosses 0.3mm sieve pores and passes through
Rate is 3%-12%, and it is 2%-9% to cross 0.15mm sieve pore percent of pass, and it is 1%-7% to cross 0.075mm sieve pore percent of pass.
Further, rubble and Machine-made Sand are mixed and stirred according to determining ratio, it is 120~130 DEG C to mix and stir temperature, then sprays drip
Blueness after 5~10 seconds, sprays miberal powder uniform mixing, at least 50 seconds mixing time, adds pitch cold-patch agent, stir,
It paves and waits drying in the air to room temperature.
Further, asphalt temperature is 120-130 DEG C.
Further, after the agent of pitch cold-patch is added, mixing time is 5~10 seconds.
The beneficial effects of the present invention are：The present invention provides a kind of pitch cold-repairing materials to overcome traditional asphalt cold repairing mixing
Material is easily hardened, durability is poor and workability is poor, and with repairing at any time, workability is good, temperature stability is good, and shaping strength is high, water
The features such as excellent in stability, durability is good, easy to store, effectively extends cold-repairing material service life, has broad application prospects.It is cold
Terpene resin, epoxy resin can form complicated colloform texture again in the cold-patch agent added in feed supplement between aggregate and pitch,
It can significantly improve the wetness degree of aggregate, improve the bonding force of aggregate and pitch, heavy oil, the diesel oil of rational proportion improve cold
The low temperature fluidity of feed supplement.The cold-patch agent significantly improves asphalt softening point, needle penetration and rutting resistance and improves
Resist low-temperature bending damage capability.
Specific implementation mode
The preferred embodiment of the present invention is described in detail below.The experiment side of actual conditions is not specified in embodiment
Method, usually according to conventional conditions or according to the manufacturer's recommendations.
Embodiment 1
A kind of pitch cold-patch agent, is made of following mass fraction formula components：Terpene resin 32%, epoxy resin 2%, weight
Oil 16%, diesel oil 50%.Terpene resin, epoxy resin, heavy oil, diesel oil are weighed in proportion, are filled using mechanical agitation or pump circulation
It sets uniformly mixed, obtains pitch cold-patch agent, be a kind of yellow oily liquid.
A kind of Asphalt Pavement Damage repair cold-repairing material, including 4 parts of pitch, 12 parts of 10-15mm rubbles, 5-10mm rubbles 47
Part, 44 parts of 0-5mm Machine-made Sands and 1.3 parts above-mentioned of pitch cold-patch agent, wherein ballast grain sizes are 5mm-16mm, cold-patch of the present invention
Material type is AMR-13, and AMR-13 cold-repairing material match ratios are 10-15mm：5-10mm：0-5mm=11%：46%：43%, own
Gather materials as shown in table 1 with the grading limit of filler；
1 grading limit of table
Note：Fine aggregate part is unsuitable on the high side when gradation design；＜ 0.075mm are with lower part percent of pass 2~3%.
The preparation method of Asphalt Pavement Damage repair cold-repairing material：
1. experiment preparation of gathering materials：
(1) batching plant screening in hot material store is completed：It is the uniformity of guarantee sampling, each feed bin when batching plant hot aggregate bin samples
Full material, 120~130 DEG C of aggregate temperature should be gone up；
(2) batching plant dedusting throttle opening is increased, extracts wherein 0.075 part dust of ＜ out as possible；Sieve test should use
Each feed bin middle part material experiment, the method for taking multidraw reduce influence of the sampling deviation to test result；
(3) WATER-WASHING METHOD is taken to be sieved, when screening increases sample quality, ensures the reliability of result；
(4) apparent relative density and bulk specific gravity of different feed bin materials are tested respectively；
(5) grading is synthetically produced according to hot aggregate bin a variety of materials screening result；
(6) laboratory complete indoor mixture mix and stir with Marshall compaction test (135 DEG C of compaction temperature, two-sided each 75
It is secondary), test the bulk density (content of the test of this group of test specimen：Marshall density, voidage, saturation degree, maximum theory density)；
(7) suggest mixing and stirring as mixture using material hard, that wearability is good using rubble；
2. mixing and stirring rubble and Machine-made Sand according to determining ratio, it is 120 DEG C to mix and stir temperature, then sprays 120 DEG C of pitches, 5
After~10 second, miberal powder uniform mixing is sprayed, at least 50 seconds mixing time, pitch cold-patch agent is added, stirs 10 seconds,
It paves and waits drying in the air to room temperature.
Asphalt temperature is controlled at 120-130 DEG C, avoids aging caused by temperature drift, further cannot be with good and drip
Green cold-patch agent mix and stir the bond properties for influencing cold-patch agent and gathering materials, be not achieved the present invention claims cold-repairing material product quality.
The time of cold repairing additive dispensing is controlled, too early or can all influence the quality of cold-repairing material too late.
Embodiment 2
A kind of pitch cold-patch agent, is made of following mass fraction formula components：Terpene resin 33%, epoxy resin 3%, weight
Oil 17%, diesel oil 47%.
A kind of Asphalt Pavement Damage repair cold-repairing material, including 5 parts of pitch, 11 parts of 10-15mm rubbles, 5-10mm rubbles 46
Part, 43 parts of 0-5mm Machine-made Sands and 1.4 parts above-mentioned of pitch cold-patch agent, wherein ballast grain sizes are 5mm-16mm, cold-patch of the present invention
Material type is AMR-13, and AMR-13 cold-repairing material match ratios are 10-15mm：5-10mm：0-5mm=11%：46%：43%, own
Gather materials as shown in table 1 with the grading limit of filler；The preparation method is the same as that of Example 1.
Embodiment 3
A kind of pitch cold-patch agent, is made of following mass fraction formula components：Terpene resin 34%, epoxy resin 3%, weight
Oil 18%, diesel oil 45%.
A kind of Asphalt Pavement Damage repair cold-repairing material, including 5 parts of pitch, 12 parts of 10-15mm rubbles, 5-10mm rubbles 46
Part, 43 parts of 0-5mm Machine-made Sands and 1.4 parts above-mentioned of pitch cold-patch agent, cold-repairing material type of the present invention are AMR-13, AMR-13 cold-patches
Material match ratio is 10-15mm：5-10mm：0-5mm=12%：46%：43%, it is all to gather materials and the grading limit of filler such as table 1
It is shown；The preparation method is the same as that of Example 1
By prepared by embodiment 1-3 cold-patch agent and cold-repairing material carry out performance detection, detection data is as shown in table 2 and table 3.
It is as follows that cohesiveness tests process：It will be fitted into Marshall die trial by a certain amount of prepared pitch cold-repairing material, at 4 DEG C
4h or more is kept the temperature in thermostatic chamber；It is two-sided after pitch cold-repairing material in die trial is taken out respectively to hit 10 times in fact, marshal piece is made, tries
Part height 63.5mm ± 1.3mm；Sample is immediately placed on standard screen to (sieve pore base diameter is 305mm, sieve after demoulding and weighing
Hole is 26.5mm), it closes the lid；Standard screen is upright, so that test specimen is rolled around 20 times along screen frame with the rate of 1 time/s, weighs sieve
In remaining maximum one piece of sample mass divided by initial mass, calculate retained percentage and indicate cohesiveness.
Cold-patch agent capacity measurement data made from 2 each embodiment of table
As can be seen from the table, cold-repairing material parameter is satisfied by code requirement in Examples 1 to 3, and corrects Marshall Test, glues
Poly- property experiment is superior to common cold-repairing material.
Cold-repairing material capacity measurement data made from 3 each embodiment of table
As can be seen from the table, cold-repairing material parameter is satisfied by code requirement, and Marshall stability, immersion in Examples 1 to 3
Marshall residual stability, track dynamic stability are superior to common cold-repairing material, water stability be improved significantly, low-temperature bending is broken
Bad strain declines.
Finally illustrate, preferred embodiment above is merely illustrative of the technical solution of the present invention and unrestricted, although logical
It crosses above preferred embodiment the present invention is described in detail, however, those skilled in the art should understand that, can be
Various changes are made to it in form and in details, without departing from claims of the present invention limited range.
Claims (10)
1. a kind of Asphalt Pavement Damage repair cold-repairing material, which is characterized in that described to gather materials including gathering materials, pitch and cold-patch agent
Including rubble and Machine-made Sand, ballast grain sizes 5mm-16mm, bitumen aggregate ratio 4-6%, the cold-patch agent accounts for cold-repairing material gross mass
1.0~1.5%.
2. a kind of Asphalt Pavement Damage repair cold-repairing material as described in claim 1, which is characterized in that bitumen aggregate ratio 5%.
3. a kind of Asphalt Pavement Damage repair cold-repairing material as described in claim 1, which is characterized in that the cold-patch agent by with
Lower mass fraction formula components composition：Terpene resin 30-34%, epoxy resin 2-4%, heavy oil 16-18%, diesel oil 44-52%.
4. a kind of Asphalt Pavement Damage repair cold-repairing material as described in claim 1, which is characterized in that the Machine-made Sand is stone
Limestone；The pitch is matrix pitch or SBS modified pitch.
5. a kind of Asphalt Pavement Damage repair cold-repairing material as described in claim 1, which is characterized in that described to gather materials by quality
Than for 10-15mm：5-10mm：0-5mm=10-12%：45-47%：42-44%.
6. a kind of Asphalt Pavement Damage repair cold-repairing material as described in claim 1, which is characterized in that described to gather materials by quality
Than for 10-15mm：5-10mm：0-5mm=11%：46%：43%.
7. such as a kind of Asphalt Pavement Damage repair cold-repairing material of claim 1~6 any one of them, which is characterized in that described
The grading limit gathered materials is：Gathered materials 13.2mm sieve pores percent of pass be 100%, cross 9.5mm sieve pore percent of pass be 70%-
100%, it is 40%-70% to cross 4.75mm sieve pore percent of pass, and it is 18%-38% to cross 2.36mm sieve pore percent of pass, crosses 1.18mm sieves
Hole percent of pass is 8%-20%, and it is 4%-15% to cross 0.6mm sieve pore percent of pass, and it is 3%-12%, mistake to cross 0.3mm sieve pore percent of pass
0.15mm sieve pore percent of pass is 2%-9%, and it is 1%-7% to cross 0.075mm sieve pore percent of pass.
8. such as a kind of preparation method of Asphalt Pavement Damage repair cold-repairing material of claim 1~7 any one of them, feature
It is, mixes and stirs rubble and Machine-made Sand according to determining ratio, it is 120~130 DEG C to mix and stir temperature, then sprays pitch, 5~10 seconds
Afterwards, spray miberal powder uniform mixing, at least 50 seconds mixing time, add pitch cold-patch agent, stir, pave wait drying in the air to
Room temperature.
9. preparation method as claimed in claim 8, which is characterized in that asphalt temperature is 120-130 DEG C.
10. preparation method as claimed in claim 8, which is characterized in that after pitch cold-patch agent is added, mixing time is 5~10
Second.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810644817.0A CN108640565A (en) | 2018-06-21 | 2018-06-21 | A kind of Asphalt Pavement Damage repair cold-repairing material and preparation method thereof |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201810644817.0A CN108640565A (en) | 2018-06-21 | 2018-06-21 | A kind of Asphalt Pavement Damage repair cold-repairing material and preparation method thereof |
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| CN108640565A true CN108640565A (en) | 2018-10-12 |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110540384A (en) * | 2019-08-23 | 2019-12-06 | 湖北大学 | Quick-hardening high-strength asphalt cold-patch material and preparation method thereof |
| CN111718153A (en) * | 2020-04-26 | 2020-09-29 | 上海市政工程设计研究总院（集团）有限公司 | Epoxy modified cold-patch asphalt mixture |
| CN111718154A (en) * | 2020-04-26 | 2020-09-29 | 上海市政工程设计研究总院（集团）有限公司 | Preparation method of epoxy modified cold-patch asphalt mixture |
| CN114230236A (en) * | 2021-09-23 | 2022-03-25 | 临沂市公路事业发展中心费县中心 | Cold repairing agent and application thereof in pavement construction |
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| US20110274487A1 (en) * | 2010-05-06 | 2011-11-10 | Ram Technologies, Inc. | Asphalt binder compositions and methods of use |
| CN105348827A (en) * | 2015-11-09 | 2016-02-24 | 长安大学 | Solvent-type cold-patch asphalt liquid and preparation technology therefor |
| CN107117869A (en) * | 2017-05-10 | 2017-09-01 | 长安大学 | A kind of cold repairing asphalt mixture and preparation method thereof |
| CN107721262A (en) * | 2017-10-31 | 2018-02-23 | 李建州 | A kind of road cold repairing asphalt mixture and preparation method thereof |
-
2018
- 2018-06-21 CN CN201810644817.0A patent/CN108640565A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20110274487A1 (en) * | 2010-05-06 | 2011-11-10 | Ram Technologies, Inc. | Asphalt binder compositions and methods of use |
| CN105348827A (en) * | 2015-11-09 | 2016-02-24 | 长安大学 | Solvent-type cold-patch asphalt liquid and preparation technology therefor |
| CN107117869A (en) * | 2017-05-10 | 2017-09-01 | 长安大学 | A kind of cold repairing asphalt mixture and preparation method thereof |
| CN107721262A (en) * | 2017-10-31 | 2018-02-23 | 李建州 | A kind of road cold repairing asphalt mixture and preparation method thereof |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110540384A (en) * | 2019-08-23 | 2019-12-06 | 湖北大学 | Quick-hardening high-strength asphalt cold-patch material and preparation method thereof |
| CN110540384B (en) * | 2019-08-23 | 2021-12-07 | 湖北大学 | Quick-hardening high-strength asphalt cold-patch material and preparation method thereof |
| CN111718153A (en) * | 2020-04-26 | 2020-09-29 | 上海市政工程设计研究总院（集团）有限公司 | Epoxy modified cold-patch asphalt mixture |
| CN111718154A (en) * | 2020-04-26 | 2020-09-29 | 上海市政工程设计研究总院（集团）有限公司 | Preparation method of epoxy modified cold-patch asphalt mixture |
| CN114230236A (en) * | 2021-09-23 | 2022-03-25 | 临沂市公路事业发展中心费县中心 | Cold repairing agent and application thereof in pavement construction |
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