CN107117869A - A kind of cold repairing asphalt mixture and preparation method thereof - Google Patents

A kind of cold repairing asphalt mixture and preparation method thereof Download PDF

Info

Publication number
CN107117869A
CN107117869A CN201710327142.2A CN201710327142A CN107117869A CN 107117869 A CN107117869 A CN 107117869A CN 201710327142 A CN201710327142 A CN 201710327142A CN 107117869 A CN107117869 A CN 107117869A
Authority
CN
China
Prior art keywords
mixture
parts
asphalt
cold repairing
aqueous epoxy
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201710327142.2A
Other languages
Chinese (zh)
Inventor
张争奇
张世豪
路国栋
王素青
张伟
许铖
王志祥
罗要飞
李杨
李卓琳
杨建华
黄硕磊
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Changan University
Original Assignee
Changan University
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Changan University filed Critical Changan University
Priority to CN201710327142.2A priority Critical patent/CN107117869A/en
Publication of CN107117869A publication Critical patent/CN107117869A/en
Pending legal-status Critical Current

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B26/00Compositions of mortars, concrete or artificial stone, containing only organic binders, e.g. polymer or resin concrete
    • C04B26/02Macromolecular compounds
    • C04B26/26Bituminous materials, e.g. tar, pitch
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2201/00Mortars, concrete or artificial stone characterised by specific physical values
    • C04B2201/50Mortars, 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 invention discloses a kind of cold repairing asphalt mixture and preparation method thereof, first by asphalt thermal dehydration, then according to parts by weight sequentially add diluent, tackifier and antistripping agent it is well mixed after add aqueous epoxy emulsion and aqueous epoxy curing agent it is well mixed after obtain asphalt cold repairing liquid;Then asphalt cold repairing liquid is obtained into mixture A with gathering materials to be well mixed at 60 70 DEG C;Mix after miberal powder is added in most backward mixture A and uniformly obtains cold repairing asphalt mixture, for road surface pit repairing, by adding epoxy component, the curing reaction of epoxy component accelerates the gain in strength speed of compound, intensity especially with initial stage is formed, make cold repairing asphalt mixture pave after bearing load ability it is stronger, quick open to traffic, the water stability and high-temperature stability of the present invention also has certain lifting, its good pavement performance can extend new cold-repairing material service life, make pavement patching Quality advance, reduce the appearance of the secondary disease in road surface.

Description

A kind of cold repairing asphalt mixture and preparation method thereof
Technical field
The invention belongs to asphalt field, it is related to a kind of cold repairing asphalt mixture and preparation method thereof.
Background technology
With the swift and violent growth of national economy, transport development is increasingly taken seriously, and highway in China total kilometrage is increasing year by year Plus, this economic development and national security to China is significant.Ended for the end of the year 2016, highway in China total kilometrage oneself reach More than 485 ten thousand kilometers, wherein highway accounts for more than the 2.6% of total mileage of highway, has broken through 130,000 kilometers, it is contemplated that the year two thousand twenty bottom I State's high speed total kilometrage reaches 150,000 kilometers.Due to bituminous paving have safety and comfort, driving noise it is low, be easy to maintenance, The low feature of fast passing, construction cost, the already main form of mating formation as highway in China and urban road.But it is due to drip The temperature-sensitive characteristic of green material, in the long-acting process of environmental factor and traffic loading, road surface is gradually damaged and occurs such as splitting Many diseases such as seam, loose, peeling and pit-hole.If pit occurs in road surface or breakage is punished not in time, single hole may be caused Groove is transformed into multiple pit bands, and initial microcrack continues to be extended to deep crack, accelerates the breakage of whole pavement structure, not only shadow Service life of road surface and road-ability are rung, and potential safety hazard can be caused, easily triggers traffic accident.Therefore road pavement pit Timely repairing turn into the emphasis that highway routine servicing works, current repairing technique has two kinds of hot repair reinforcing method and metalock to repair Mend technique.The former patching material uses hot-mix asphalt mixture, material source extensively, technology maturation, pit is more concentrated, quantities Larger road surface obtains good repair efficiency.But for repairing amount is small, place scattered, the pavement patching of salvaging etc., it is special Be not can undoubtedly be increased using hot repair reinforcing method temperature is relatively low and spring, the winter of sleety weather maintenance work difficulty and into This, while repairing quality also cannot be guaranteed, this just to timely, effective, safe and environment-friendly pit repairing new material, new technology, New technology has researched and proposed an urgent demand.Cold repair technology is to solve one of effective means of this engineering roadblock, the repairing material Material mixing can be stored in advance, and it has the advantages that environmental protection, construction are quick, repairing quality is high, rapid open to traffic;And Cold repair compound is a kind of round-the-clock patching material, is not limited by environmental condition and transportation condition, can in low temperature and Road pavement pit in time, efficiently repair under sleet environment, has obtained being widely recognized as domestic and international pavement maintenance management department. There is larger limitation using hot-mix asphalt mixture to pit repairing, and cold-patch compound and bituminous paving caking property it is good and Excellent working performance, the repairing defect of hot-mix asphalt mixture is reduced or overcomes at many aspects.At present both at home and abroad to cold-patch Material has done a lot of research and application, achieves more significant achievement, but still suffer from some problems:External asphalt cold repairing production Product function admirable, but price is high, introduces key technology and is limited with product promotion;Cold repairing asphalt mixture is produced on domestic market Product are uneven, and performance is not sufficiently stable, and generally existing early strength is low, shaping speed slow, poor durability, service life The performance short slab such as short;To the not deep enough comprehensive system of research of asphalt cold repairing material, evaluation method to cold asphalt mixture performance and Technical indicator is not enough unified, and lacks relevant industries standard or regulation, and a series of this reason significantly limit cold paving technique in road Popularization and application in the maintenance project of road.
The content of the invention
It is an object of the invention to provide a kind of cold repairing asphalt mixture and preparation method thereof, to overcome prior art not Foot.
To reach above-mentioned purpose, the present invention is adopted the following technical scheme that:
A kind of cold repairing asphalt mixture, in parts by weight:100 parts of matrix pitch, 23~25 parts of diluent, tackifier 3~5 Part, 0.7~0.9 part of antistripping agent, 3~4 parts of aqueous epoxy emulsion, 1 part of aqueous epoxy curing agent, 197~200 parts of miberal powder, collection 3719~3800 parts of material.
Further, matrix pitch is 70# or 90# asphalt;
Diluent is one kind in 0# diesel oil, kerosene or vegetable oil;
Tackifier are one kind in terpene resin, Petropols, liquid petroleum resin or hydrocarbon resins;
Antistripping agent is one kind in the type antistripping agents of PA- I, the type antistripping agents of AMR- II or HT-09 type antistripping agents;
Aqueous epoxy curing agent is one in aliphatic polyamine, alicyclic polyamine, Versamid and modified aromatic amine Kind;
Aqueous epoxy emulsion is one kind in aqueous EP-20, aqueous EP-51 or aqueous EP-40;
The particle diameter gathered materials is less than 15mm.
Further, miberal powder is pulverulent lime rock.
Further, gather materials and be less than 15mm diabase or granite for particle diameter.
A kind of preparation method of cold repairing asphalt mixture, specifically includes following steps:
1), matrix pitch is dehydrated first, then diluent, tackifier, anti-stripping is sequentially added according to parts by weight Fall after agent, aqueous epoxy emulsion and aqueous epoxy curing agent are well mixed and obtain asphalt cold repairing liquid;
2) and then by asphalt cold repairing liquid with gathering materials to be well mixed at 60-70 DEG C mixture A is obtained;
3) mix after miberal powder, is added in most backward mixture A and uniformly obtains cold repairing asphalt mixture cold repairing asphalt mixture.
Further, specifically, step 1) in, matrix pitch is subjected to thermal dehydration processing first,
The matrix pitch after dehydration is diluted in container by diluent again and obtains a homogeneous mixture B;
Then tackifier and antistripping agent are separately added into mixture B while being uniformly mixing to obtain homogeneous mixture C;
Finally the mixed liquor of aqueous epoxy emulsion and aqueous epoxy curing agent is added and obtained after being stirred in mixture C Asphalt cold repairing liquid.
Further, 110 DEG C are occasionally cooled to specifically, matrix pitch is heated into 130 DEG C~150 DEG C and carries out dewater treatment ~120 DEG C.
Further, tackifier and antistripping agent are added into mixture B at 100 DEG C~110 DEG C, while carrying out at a high speed Shearing or colloidal grinding obtain mixture C.
Further, water-base epoxy component is added into mixture C at 80 DEG C~90 DEG C and the mixed liquor of diluent is stirred Asphalt cold repairing liquid is obtained after mixing uniformly.
Further, following material is taken in terms of parts by weight:100 parts of matrix pitch, 24 parts of diluent, 4 parts of tackifier resist 0.8 part of exfoliant, 3 parts of aqueous epoxy emulsion, 1 part of aqueous epoxy curing agent;Matrix pitch is dehydrated first, then according to Parts by weight sequentially add after diluent, tackifier and antistripping agent are well mixed and add aqueous epoxy emulsion and water-base epoxy Asphalt cold repairing liquid is obtained after curing agent is well mixed;
2) and then asphalt cold repairing liquid is gathered materials to be well mixed at 65 DEG C with 198 parts and obtains mixture A;
3) mix after 3750 parts of miberal powders, is added in most backward mixture A and uniformly obtains cold repairing asphalt mixture.
Compared with prior art, the present invention has following beneficial technique effect:
A kind of cold repairing asphalt mixture of the present invention and preparation method thereof, first by asphalt thermal dehydration, first drips matrix Green grass or young crops is dehydrated, and is then sequentially added according to parts by weight after diluent, tackifier and antistripping agent are well mixed and is added water Property epoxy emulsion and aqueous epoxy curing agent it is well mixed after obtain asphalt cold repairing liquid;Then by asphalt cold repairing liquid with gathering materials It is well mixed at 60-70 DEG C and obtains mixture A;In most backward mixture A add miberal powder after mix uniformly obtain asphalt cold repairing mix Material is closed, for road surface pit repairing, by adding epoxy component, the curing reaction of epoxy component accelerates the intensity increasing of compound Long speed, the intensity especially with initial stage is formed, make cold repairing asphalt mixture pave after bearing load ability it is stronger, can be fast Fast open to traffic, in addition of the invention water stability and high-temperature stability also have certain lifting, its good pavement performance can be with Extend new cold-repairing material service life, make pavement patching Quality advance, the appearance of the secondary disease in road surface can be reduced.It is not required at heating Reason directly can carry out mix construction with mineral aggregate, while being not required to close traffic, without the use of a large amount of mechanical, free from environmental pollution, energy It is enough to be constructed in low temperature and sleet environment, and can store, open to traffic it is fast.Preparation process of the present invention is simple, easily production, and science is closed Reason, ready access upon use is convenient and swift, can suitable Various Seasonal.
Embodiment
The present invention is described in further detail below:
A kind of cold repairing asphalt mixture, in parts by weight:100 parts of matrix pitch, 23~25 parts of diluent, tackifier 3~5 Part, 0.7~0.9 part of antistripping agent, 3~4 parts of aqueous epoxy emulsion, 1 part of aqueous epoxy curing agent, 197~200 parts of miberal powder, collection 3719~3800 parts of material;
Matrix pitch is 70# or 90# bi tumenf orr oads;
Diluent is one kind in 0# diesel oil, kerosene or vegetable oil;
Tackifier are one kind in terpene resin, Petropols, liquid petroleum resin or hydrocarbon resins;
Antistripping agent is one kind in the type antistripping agents of PA- I, the type antistripping agents of AMR- II or HT-09 type antistripping agents,
Aqueous epoxy emulsion is one kind in aqueous EP-20, aqueous EP-51 or aqueous EP-40;
Aqueous epoxy curing agent is one in aliphatic polyamine, alicyclic polyamine, Versamid and modified aromatic amine Kind;
Miberal powder is pulverulent lime rock;
The particle diameter gathered materials is less than 15mm.
Specifically gather materials as shown in table 1 with miberal powder specification:
Table 1
A kind of preparation method of cold repairing asphalt mixture, specifically includes following steps:
1), in terms of parts by weight:100 parts of matrix pitch, 23~25 parts of diluent, 3~5 parts of tackifier, antistripping agent 0.7 ~0.9 part, 3~4 parts of aqueous epoxy emulsion, 1 part of aqueous epoxy curing agent;Matrix pitch is dehydrated first, then according to Parts by weight sequentially add after diluent, tackifier and antistripping agent are well mixed and add aqueous epoxy emulsion and water-base epoxy Asphalt cold repairing liquid is obtained after curing agent is well mixed;
2) and then by asphalt cold repairing liquid with gathering materials to be well mixed at 60-70 DEG C mixture A is obtained;
3) mix after miberal powder, is added in most backward mixture A and uniformly obtains cold repairing asphalt mixture.
Specifically, step 1) in, matrix pitch is subjected to thermal dehydration processing first,
The matrix pitch after dehydration is diluted in container by diluent again and obtains a homogeneous mixture B;
Then tackifier and antistripping agent are separately added into mixture B while being uniformly mixing to obtain homogeneous mixture C;
Added after finally mixing aqueous epoxy emulsion and aqueous epoxy curing agent after being stirred in mixture C and obtain cold Mend asphaltic liquid.
Specifically, being cooled to 110 DEG C~120 DEG C after matrix pitch is heated into 130 DEG C~150 DEG C progress dewater treatments;
Tackifier and antistripping agent are added into mixture B at 100 DEG C~110 DEG C, while carrying out high speed shear or glue Body grinding obtains mixture C;
The mixed liquor stirring of aqueous epoxy emulsion and aqueous epoxy curing agent is added into mixture C at 80 DEG C~90 DEG C Asphalt cold repairing liquid is obtained after uniform.
Embodiment 1:
1st, count by weight, 100 parts of 70# bi tumenf orr oads are heated to 130 DEG C~150 DEG C or so, then taken off Water is cooled to 110 DEG C~120 DEG C;
The 2nd, matrix pitch after dehydration is added to 23 parts of 0# diesel oil in container, it is stirring while adding, be using rotating speed 2000r/min high-speed shearing machine stirring 10min~15min, keeps constant temperature that mixture B is made at 100 DEG C~110 DEG C stand-by;
3rd, 3 parts of terpene resins, 0.7 part of type antistripping agent of PA- I are added in mixture B, are ground by high speed shear or colloid Mill, adds to ensure that additive can be substantially soluble in cut-back asphalt while stirring, stirs 10min~15min, should now make pitch Liquid is cooled to less than 100 DEG C, keeps constant temperature that mixture C is made at 80 DEG C~90 DEG C stand-by;
4th, 3 parts of EP-20 are added in mixture C, 1 part of aliphatic polyamine is mixed with 1 part of 0# diesel oil in container makes It is full and uniform, persistently stir 5min~6min, you can be made asphalt cold repairing liquid, keep constant temperature that cold-patch is made at 70 DEG C~80 DEG C Asphaltic liquid is stand-by;
5th, 3719 parts of diabases are gathered materials and is preheating to 60 DEG C or so;
6th, configured good asphalt cold repairing liquid is gathered materials with diabase at 60-70 DEG C and mixed;
7th, be eventually adding 197 parts of abundant mixs of limestone mineral powder it is uniform after obtain cold repairing asphalt mixture.
Embodiment 2:
1st, count by weight, 100 parts of 70# bi tumenf orr oads are heated to 130 DEG C~150 DEG C or so, then taken off Water is cooled to 110 DEG C~120 DEG C;
The 2nd, matrix pitch after dehydration is added to 23 parts of 0# diesel oil in container, it is stirring while adding, be using rotating speed 2000r/min high-speed shearing machine stirring 10min~15min, keeps constant temperature that mixture B is made at 100 DEG C~110 DEG C stand-by;
3rd, 3 parts of terpene resins, 0.7 part of type antistripping agent of PA- I are added in mixture B, are ground by high speed shear or colloid Mill, adds to ensure that additive can be substantially soluble in cut-back asphalt while stirring, stirs 10min~15min, should now make pitch Liquid is cooled to less than 100 DEG C, keeps constant temperature that mixture C is made at 80 DEG C~90 DEG C stand-by;
4th, 4 parts of EP-20 are added in mixture C, 1 part of aliphatic polyamine is mixed with 1 part of 0# diesel oil in container makes It is full and uniform, persistently stir 5min~6min, you can be made asphalt cold repairing liquid, keep constant temperature that cold-patch is made at 70 DEG C~80 DEG C Asphaltic liquid is stand-by;
5th, 3719 parts of diabases are gathered materials and is preheating to 60 DEG C or so;
6th, configured good asphalt cold repairing liquid is gathered materials with diabase at a temperature of 60-70 DEG C and mixed;
7th, be eventually adding 197 parts of abundant mixs of limestone mineral powder it is uniform after obtain cold repairing asphalt mixture.
Embodiment 3:
1st, count by weight, 100 parts of 70# bi tumenf orr oads are heated to 130 DEG C~150 DEG C or so, then taken off Water is cooled to 110 DEG C~120 DEG C;
The 2nd, matrix pitch after dehydration is added to 23 parts of kerosene in container, it is stirring while adding, it is 2000r/ using rotating speed Min high-speed shearing machine stirring 10min~15min, keeps constant temperature that mixture B is made at 100 DEG C~110 DEG C stand-by;
3rd, 3 parts of terpene resins, 0.7 part of type antistripping agent of AMR- II are added in mixture B, pass through high speed shear or colloid Grinding, adds to ensure that additive can be substantially soluble in cut-back asphalt while stirring, stirs 10min~15min, should now make drip Blue or green liquid is cooled to less than 100 DEG C, keeps constant temperature that mixture C is made at 80 DEG C~90 DEG C stand-by;
4th, 3 parts of EP-51,1 part of alicyclic polyamine are added in mixture C to mix and be allowed in container with 1 part of kerosene It is full and uniform, then solution is slowly added into asphaltic liquid, persistently stir 5min~6min, you can asphalt cold repairing liquid is made, keep It is stand-by that asphalt cold repairing liquid is made at 70 DEG C~80 DEG C in constant temperature.
5th, 3719 parts of diabases are gathered materials and is preheating to 60 DEG C or so.
6th, configured good asphalt cold repairing liquid is gathered materials with diabase at a temperature of 60-70 DEG C and mixed;
7th, be eventually adding 197 parts of abundant mixs of limestone mineral powder it is uniform after obtain cold repairing asphalt mixture.
Embodiment 4:
1st, count by weight, 100 parts of 70# bi tumenf orr oads are heated to 130 DEG C~150 DEG C or so, then taken off Water is cooled to 110 DEG C~120 DEG C;
The 2nd, matrix pitch after dehydration is added to 24 parts of vegetable oil in container, it is stirring while adding, be using rotating speed 2000r/min high-speed shearing machine stirring 10min~15min, keeps constant temperature that mixture B is made at 100 DEG C~110 DEG C stand-by;
3rd, 4 parts of liquid petroleum resins, 0.8 part of type antistripping agent of AMR- II are added in mixture B, by high speed shear or Colloidal grinding, adds to ensure that additive can be substantially soluble in cut-back asphalt while stirring, stirs 10min~15min, now should Asphaltic liquid is cooled to less than 100 DEG C, keep constant temperature that mixture C is made at 80 DEG C~90 DEG C stand-by;
4th, 4 parts of EP-51 are added in mixture C, 1 part of alicyclic polyamine is mixed with 1 part of vegetable oil in container makes It is full and uniform, then solution is slowly added into asphaltic liquid, persistently stirs 5min~6min, you can asphalt cold repairing liquid is made, protected Holding constant temperature, that asphalt cold repairing liquid is made at 70 DEG C~80 DEG C is stand-by.
5th, 3800 parts of diabases are gathered materials and is preheating to 60 DEG C or so.
6th, configured good asphalt cold repairing liquid is gathered materials with diabase at a temperature of 60-70 DEG C and mixed
7th, be eventually adding 198 parts of abundant mixs of limestone mineral powder it is uniform after obtain cold repairing asphalt mixture.
Embodiment 5:
1st, count by weight, 100 parts of 90# bi tumenf orr oads are heated to 130 DEG C~150 DEG C or so, then taken off Water is cooled to 110 DEG C~120 DEG C;
The 2nd, matrix pitch after dehydration is added to 24 parts of kerosene in container, it is stirring while adding, it is 2000r/ using rotating speed Min high-speed shearing machine stirring 10min~15min, keeps constant temperature that mixture B is made at 100 DEG C~110 DEG C stand-by;
3rd, 4 parts of Petropols, 0..9 parts of type antistripping agents of AMR- II are added in mixture B, pass through high speed shear or glue Body is ground, and adds to ensure that additive can be substantially soluble in cut-back asphalt while stirring, is stirred 10min~15min, should now be made Asphaltic liquid is cooled to less than 100 DEG C, keeps constant temperature that mixture C is made at 80 DEG C~90 DEG C stand-by;
4th, 3 parts of EP-20 are added in mixture C, 1 part of Versamid is mixed with 1 part of kerosene in container makes It is full and uniform, then solution is slowly added into asphaltic liquid, persistently stirs 5min~6min, you can asphalt cold repairing liquid is made, protected Holding constant temperature, that asphalt cold repairing liquid is made at 70 DEG C~80 DEG C is stand-by.
5th, 3800 parts of diabases are gathered materials and is preheating to 60 DEG C or so.
6th, configured good asphalt cold repairing liquid is gathered materials with diabase at a temperature of 60-70 DEG C and mixed;
7th, be eventually adding 199 parts of abundant mixs of limestone mineral powder it is uniform after obtain cold repairing asphalt mixture.
Embodiment 6:
1st, count by weight, 100 parts of 70# bi tumenf orr oads are heated to 130 DEG C~150 DEG C or so, then taken off Water is cooled to 110 DEG C~120 DEG C;
The 2nd, matrix pitch after dehydration is added to 24 parts of 0# diesel oil in container, it is stirring while adding, be using rotating speed 2000r/min high-speed shearing machine stirring 10min~15min, keeps constant temperature that mixture B is made at 100 DEG C~110 DEG C stand-by;
3rd, 5 parts of liquid petroleum resins, 0.9 part of type antistripping agent of AMR- II are added in mixture B, by high speed shear or Colloidal grinding, adds to ensure that additive can be substantially soluble in cut-back asphalt while stirring, stirs 10min~15min, now should Asphaltic liquid is cooled to less than 100 DEG C, keep constant temperature that mixture C is made at 80 DEG C~90 DEG C stand-by;
4th, 4 parts of EP-51,1 part of Versamid and 1 part of 0# diesel oil is added in mixture C to mix in container It is allowed to full and uniform, then solution is slowly added into asphaltic liquid, persistently stirs 5min~6min, you can asphalt cold repairing liquid is made, Keep constant temperature that asphalt cold repairing liquid is made at 70 DEG C~80 DEG C stand-by;
5th, 3800 parts of diabases are gathered materials and is preheating to 60 DEG C or so;
6th, configured good asphalt cold repairing liquid is gathered materials with diabase at a temperature of 60-70 DEG C and mixed;
7th, be eventually adding 200 parts of abundant mixs of limestone mineral powder it is uniform after obtain cold repairing asphalt mixture.
Embodiment 7:
1st, count by weight, 100 parts of 70# bi tumenf orr oads are heated to 130 DEG C~150 DEG C or so, then taken off Water is cooled to 110 DEG C~120 DEG C;
The 2nd, matrix pitch after dehydration is added to 24 parts of kerosene in container, it is stirring while adding, it is 2000r/ using rotating speed Min high-speed shearing machine stirring 10min~15min, keeps constant temperature that mixture B is made at 100 DEG C~110 DEG C stand-by;
3rd, 5 parts of hydrocarbon resins, 0.9 part of type antistripping agent of PA- I are added in mixture B, are ground by high speed shear or colloid Mill, adds to ensure that additive can be substantially soluble in cut-back asphalt while stirring, stirs 10min~15min, should now make pitch Liquid is cooled to less than 100 DEG C, keeps constant temperature that mixture C is made at 80 DEG C~90 DEG C stand-by;
4th, 3 parts of EP-40 are added in mixture C, 1 part of Versamid is mixed with 1 part of kerosene in container makes It is full and uniform, then solution is slowly added into asphaltic liquid, persistently stirs 5min~6min, you can asphalt cold repairing liquid is made, protected Holding constant temperature, that asphalt cold repairing liquid is made at 70 DEG C~80 DEG C is stand-by;
5th, 3800 parts of diabases are gathered materials and is preheating to 60 DEG C or so;
6th, configured good asphalt cold repairing liquid is gathered materials with diabase at a temperature of 60-70 DEG C and mixed;
7th, be eventually adding 200 parts of abundant mixs of limestone mineral powder it is uniform after obtain cold repairing asphalt mixture.
Embodiment 8:
1st, count by weight, 100 parts of 90# bi tumenf orr oads are heated to 130 DEG C~150 DEG C or so, then taken off Water is cooled to 110 DEG C~120 DEG C;
The 2nd, matrix pitch after dehydration is added to 23 parts of vegetable oil in container, it is stirring while adding, be using rotating speed 2000r/min high-speed shearing machine stirring 10min~15min, keeps constant temperature that mixture B is made at 100 DEG C~110 DEG C stand-by;
3rd, 5 parts of terpene resins, 0.9 part of type antistripping agent of AMR- II are added in mixture B, pass through high speed shear or colloid Grinding, adds to ensure that additive can be substantially soluble in cut-back asphalt while stirring, stirs 10min~15min, should now make drip Blue or green liquid is cooled to less than 100 DEG C, keeps constant temperature that mixture C is made at 80 DEG C~90 DEG C stand-by;
4th, 4 parts of EP-40 are added in mixture C, a modified aromatic amine is mixed with 1 part of vegetable oil in container makes It is full and uniform, then solution is slowly added into asphaltic liquid, persistently stirs 5min~6min, you can asphalt cold repairing liquid is made, protected Holding constant temperature, that asphalt cold repairing liquid is made at 70 DEG C~80 DEG C is stand-by;
5th, 3770 parts of diabases are gathered materials and is preheating to 60 DEG C or so;
6th, configured good asphalt cold repairing liquid is gathered materials with diabase at a temperature of 60-70 DEG C and mixed;
7th, be eventually adding 198 parts of abundant mixs of limestone mineral powder it is uniform after obtain cold repairing asphalt mixture.
Embodiment 9:
1st, count by weight, 100 parts of 70# bi tumenf orr oads are heated to 130 DEG C~150 DEG C or so, then taken off Water is cooled to 110 DEG C~120 DEG C;
The 2nd, matrix pitch after dehydration is added to 23 parts of kerosene in container, it is stirring while adding, it is 2000r/ using rotating speed Min high-speed shearing machine stirring 10min~15min, keeps constant temperature that mixture B is made at 100 DEG C~110 DEG C stand-by;
3rd, 4 parts of liquid petroleum resins are added in mixture B, 0.9 part of HT-09 type antistripping agent passes through high speed shear or glue Body is ground, and adds to ensure that additive can be substantially soluble in cut-back asphalt while stirring, is stirred 10min~15min, should now be made Asphaltic liquid is cooled to less than 100 DEG C, keeps constant temperature that mixture C is made at 80 DEG C~90 DEG C stand-by;
4th, 3 parts of EP-20,1 part of modified aromatic amine are added in mixture C to mix and be allowed in container with 1 part of kerosene It is full and uniform, then solution is slowly added into asphaltic liquid, persistently stir 5min~6min, you can asphalt cold repairing liquid is made, keep It is stand-by that asphalt cold repairing liquid is made at 70 DEG C~80 DEG C in constant temperature;
5th, 3750 parts of diabases are gathered materials and is preheating to 60 DEG C or so;
6th, configured good asphalt cold repairing liquid is gathered materials with diabase at a temperature of 60-70 DEG C and mixed;
7th, be eventually adding 198 parts of abundant mixs of limestone mineral powder it is uniform after obtain cold repairing asphalt mixture.
Embodiment 10:
1st, count by weight, 100 parts of 90# bi tumenf orr oads are heated to 130 DEG C~150 DEG C or so, then taken off Water is cooled to 110 DEG C~120 DEG C;
The 2nd, matrix pitch after dehydration is added to 24 parts of vegetable oil in container, it is stirring while adding, be using rotating speed 2000r/min high-speed shearing machine stirring 10min~15min, keeps constant temperature that mixture B is made at 100 DEG C~110 DEG C stand-by;
3rd, 5 parts of liquid hydrocarbon resins, 0.9 part of type antistripping agent of AMR- II are added in mixture B, by high speed shear or Colloidal grinding, adds to ensure that additive can be substantially soluble in cut-back asphalt while stirring, stirs 10min~15min, now should Asphaltic liquid is cooled to less than 100 DEG C, keep constant temperature that mixture C is made at 80 DEG C~90 DEG C stand-by;
4th, 4 parts of EP-40 are added in mixture C, 1 part of modified aromatic amine is mixed with 1 part of vegetable oil in container makes It is full and uniform, then solution is slowly added into asphaltic liquid, persistently stirs 5min~6min, you can asphalt cold repairing liquid is made, protected Holding constant temperature, that asphalt cold repairing liquid is made at 70 DEG C~80 DEG C is stand-by;
5th, 3800 parts of diabases are gathered materials and is preheating to 60 DEG C or so;
6th, configured good asphalt cold repairing liquid is gathered materials with diabase at a temperature of 60-70 DEG C and mixed;
7th, be eventually adding 200 parts of abundant mixs of limestone mineral powder it is uniform after obtain cold repairing asphalt mixture.
Matrix pitch is first dehydrated, then according to parts by weight successively by the present invention first by asphalt thermal dehydration Add and aqueous epoxy emulsion and aqueous epoxy curing agent mixing are added after diluent, tackifier and antistripping agent are well mixed Asphalt cold repairing liquid is obtained after even;Then asphalt cold repairing liquid is obtained into mixture A with gathering materials to be well mixed at 60-70 DEG C;Finally Mix after miberal powder is added into mixture A and uniformly obtains cold repairing asphalt mixture, for road surface pit repairing, is not required to heat Can directly with mineral aggregate carry out mix construction, while be not required to close traffic, without the use of it is a large amount of it is mechanical, free from environmental pollution, can Constructed in low temperature and sleet environment, and can store, open to traffic it is fast.Preparation process of the present invention is simple, easily production, and science is closed Reason, ready access upon use is convenient and swift, can suitable Various Seasonal.
As shown in table 2, be the present embodiment 1, each performance parameter of cold repairing asphalt mixture made from embodiment 2 and by existing There are ZH types, LBR types, sudden strain of a muscle benefit king's type asphalt parameter prepared by technology.
Table 2
Intuitively comparative analysis it can find that compared with existing asphalt, properties of the present invention have substantially by table 2 Improve, initial strength can be close to 2.5kN, and shaping strength can reach more than 8.5kN, and the present invention is by adding epoxy component, epoxy The curing reaction of component accelerates the gain in strength speed of compound, and the intensity especially with initial stage is formed, and makes new cold-patch Bearing load ability is stronger after material paves, can quick open to traffic, the in addition present invention water stability and high-temperature stability There is certain lifting, its good pavement performance can extend new cold-repairing material service life, make pavement patching Quality advance, can subtract The appearance of few secondary disease in road surface.

Claims (10)

1. a kind of cold repairing asphalt mixture, it is characterised in that in parts by weight:100 parts of matrix pitch, 23~25 parts of diluent, 3~5 parts of tackifier, 0.7~0.9 part of antistripping agent, 3~4 parts of aqueous epoxy emulsion, 1 part of aqueous epoxy curing agent, miberal powder 197 ~200 parts, gather materials 3719~3800 parts.
2. a kind of cold repairing asphalt mixture according to claim 1, it is characterised in that
Matrix pitch is 70# or 90# bi tumenf orr oads;
Diluent is one kind in 0# diesel oil, kerosene or vegetable oil;
Tackifier are one kind in terpene resin, Petropols, liquid petroleum resin or hydrocarbon resins;
Antistripping agent is one kind in the type antistripping agents of PA- I, the type antistripping agents of AMR- II or HT-09 type antistripping agents,
Aqueous epoxy emulsion is one kind in aqueous EP-20, aqueous EP-51 or aqueous EP-40;
Aqueous epoxy curing agent is one kind in aliphatic polyamine, alicyclic polyamine, Versamid and modified aromatic amine;
The particle diameter gathered materials is less than 15mm.
3. a kind of cold repairing asphalt mixture according to claim 1, it is characterised in that miberal powder is pulverulent lime rock.
4. a kind of cold repairing asphalt mixture according to claim 2, it is characterised in that gather materials and be less than 15mm sudden strain of a muscle for particle diameter Long rock or granite.
5. a kind of method for preparing cold repairing asphalt mixture described in claim 1, it is characterised in that specifically include following step Suddenly:
1), matrix pitch is dehydrated first, then according to parts by weight sequentially add diluent, tackifier, antistripping agent, Asphalt cold repairing liquid is obtained after aqueous epoxy emulsion and aqueous epoxy curing agent are well mixed;
2) and then by asphalt cold repairing liquid with gathering materials to be well mixed at 60-70 DEG C mixture A is obtained;
3) mix after miberal powder, is added in most backward mixture A and uniformly obtains cold repairing asphalt mixture cold repairing asphalt mixture.
6. preparation method according to claim 5, it is characterised in that specifically, step 1) in, matrix pitch is entered first The processing of row thermal dehydration,
The matrix pitch after dehydration is diluted in container by diluent again and obtains a homogeneous mixture B;
Then tackifier and antistripping agent are separately added into mixture B while being uniformly mixing to obtain homogeneous mixture C;
Finally the mixed liquor of aqueous epoxy emulsion and aqueous epoxy curing agent is added after being stirred in mixture C and obtain cold-patch Asphaltic liquid.
7. preparation method according to claim 6, it is characterised in that specifically, by matrix pitch be heated to 130 DEG C~ 110 DEG C~120 DEG C are cooled to after 150 DEG C of progress dewater treatments.
8. preparation method according to claim 6, it is characterised in that added at 100 DEG C~110 DEG C into mixture B Tackifier and antistripping agent, while progress high speed shear or colloidal grinding obtain mixture C.
9. preparation method according to claim 6, it is characterised in that water is added into mixture C at 80 DEG C~90 DEG C The mixed liquor of property epoxy emulsion and aqueous epoxy curing agent obtains asphalt cold repairing liquid after stirring.
10. preparation method according to claim 6, it is characterised in that following material is taken in terms of parts by weight:Matrix pitch 100 parts, 24 parts of diluent, 4 parts of tackifier, 0.8 part of antistripping agent, 3 parts of aqueous epoxy emulsion, 1 part of aqueous epoxy curing agent;
1), matrix pitch is dehydrated first, then diluent, tackifier and antistripping agent is sequentially added according to parts by weight Added after well mixed aqueous epoxy emulsion and aqueous epoxy curing agent mixed liquor it is well mixed after obtain asphalt cold repairing liquid;
2) and then asphalt cold repairing liquid is gathered materials to be well mixed at 65 DEG C with 198 parts and obtains mixture A;
3) mix after 3750 parts of miberal powders, is added in most backward mixture A and uniformly obtains cold repairing asphalt mixture.
CN201710327142.2A 2017-05-10 2017-05-10 A kind of cold repairing asphalt mixture and preparation method thereof Pending CN107117869A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710327142.2A CN107117869A (en) 2017-05-10 2017-05-10 A kind of cold repairing asphalt mixture and preparation method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710327142.2A CN107117869A (en) 2017-05-10 2017-05-10 A kind of cold repairing asphalt mixture and preparation method thereof

Publications (1)

Publication Number Publication Date
CN107117869A true CN107117869A (en) 2017-09-01

Family

ID=59726950

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201710327142.2A Pending CN107117869A (en) 2017-05-10 2017-05-10 A kind of cold repairing asphalt mixture and preparation method thereof

Country Status (1)

Country Link
CN (1) CN107117869A (en)

Cited By (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108264266A (en) * 2017-12-21 2018-07-10 天津城建道桥工程有限公司 Cold repairing asphalt mixture and preparation method thereof
CN108409263A (en) * 2018-06-12 2018-08-17 四川巴南高速公路有限责任公司 A kind of asphalt pavement cold paving mixture and its preparation method and application method
CN108640565A (en) * 2018-06-21 2018-10-12 重庆通力高速公路养护工程有限公司 A kind of Asphalt Pavement Damage repair cold-repairing material and preparation method thereof
CN108752826A (en) * 2018-06-21 2018-11-06 重庆通力高速公路养护工程有限公司 A kind of pitch cold-patch agent and its application
CN110540384A (en) * 2019-08-23 2019-12-06 湖北大学 Quick-hardening high-strength asphalt cold-patch material and preparation method thereof
CN111170681A (en) * 2020-03-12 2020-05-19 贵州宏信创达工程检测咨询有限公司 Cold-patch asphalt mixture and preparation method thereof
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
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
CN111825993A (en) * 2020-08-03 2020-10-27 长安大学 Low-temperature cold-patch asphalt liquid and preparation method thereof
CN111892334A (en) * 2019-05-05 2020-11-06 河北德瑞公路工程有限公司 Bi-component modified asphalt cold-patch material and preparation method thereof
CN113526907A (en) * 2021-08-11 2021-10-22 广东德泽建设工程有限公司 Solvent type cold-patch asphalt and road pit repairing method
CN114751677A (en) * 2022-05-16 2022-07-15 沈阳建筑大学 Low-temperature-resistant cold-patch asphalt mixture and preparation method thereof
CN115259752A (en) * 2022-08-18 2022-11-01 常州绿玛特建筑科技有限公司 Water-activated reactive asphalt cold-patch material
WO2024045611A1 (en) * 2022-09-01 2024-03-07 中交一公局集团有限公司 Asphalt binder and preparation method therefor

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101913800A (en) * 2010-07-26 2010-12-15 东南大学 Ultra-thin wearing layer bituminous concrete material for paving bridge deck and preparation method thereof
CN103923475A (en) * 2014-04-14 2014-07-16 长安大学 Improved solvent cold laid asphalt as well as preparation process and using method thereof

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101913800A (en) * 2010-07-26 2010-12-15 东南大学 Ultra-thin wearing layer bituminous concrete material for paving bridge deck and preparation method thereof
CN103923475A (en) * 2014-04-14 2014-07-16 长安大学 Improved solvent cold laid asphalt as well as preparation process and using method thereof

Cited By (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108264266A (en) * 2017-12-21 2018-07-10 天津城建道桥工程有限公司 Cold repairing asphalt mixture and preparation method thereof
CN108409263B (en) * 2018-06-12 2020-11-03 四川巴南高速公路有限责任公司 Asphalt pavement cold-patch mixture and preparation method and application method thereof
CN108409263A (en) * 2018-06-12 2018-08-17 四川巴南高速公路有限责任公司 A kind of asphalt pavement cold paving mixture and its preparation method and application method
CN108640565A (en) * 2018-06-21 2018-10-12 重庆通力高速公路养护工程有限公司 A kind of Asphalt Pavement Damage repair cold-repairing material and preparation method thereof
CN108752826A (en) * 2018-06-21 2018-11-06 重庆通力高速公路养护工程有限公司 A kind of pitch cold-patch agent and its application
CN111892334A (en) * 2019-05-05 2020-11-06 河北德瑞公路工程有限公司 Bi-component modified 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
CN110540384A (en) * 2019-08-23 2019-12-06 湖北大学 Quick-hardening high-strength asphalt cold-patch material and preparation method thereof
CN111170681A (en) * 2020-03-12 2020-05-19 贵州宏信创达工程检测咨询有限公司 Cold-patch asphalt mixture 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
CN111825993A (en) * 2020-08-03 2020-10-27 长安大学 Low-temperature cold-patch asphalt liquid and preparation method thereof
CN113526907A (en) * 2021-08-11 2021-10-22 广东德泽建设工程有限公司 Solvent type cold-patch asphalt and road pit repairing method
CN114751677A (en) * 2022-05-16 2022-07-15 沈阳建筑大学 Low-temperature-resistant cold-patch asphalt mixture and preparation method thereof
CN115259752A (en) * 2022-08-18 2022-11-01 常州绿玛特建筑科技有限公司 Water-activated reactive asphalt cold-patch material
WO2024045611A1 (en) * 2022-09-01 2024-03-07 中交一公局集团有限公司 Asphalt binder and preparation method therefor

Similar Documents

Publication Publication Date Title
CN107117869A (en) A kind of cold repairing asphalt mixture and preparation method thereof
CN105348827B (en) A kind of solvent type asphalt cold repairing liquid and its preparation process
CN100348668C (en) Thermosetting epoxy asphalt materials for pavement and bridge and process for preparing same
CN102304289B (en) Road asphalt prepared by adding plant asphalt to petroleum asphalt and production method thereof
CN102617070B (en) Polyurethane asphalt concrete as well as preparation method and application thereof
CN101812234B (en) Waste rubber powder/waste plastics/SBS composite modified asphalt and preparation method thereof
CN101161778B (en) Method for preparing modified asphalt
CN106242378B (en) Hot in-plant reclaimed asphalt mixture and preparation method thereof
CN109053032A (en) A kind of storage type asphalt pavement pit repairing material and preparation method thereof
CN100434479C (en) Cold-mixing repairing material SBS pitch liquid for pit or slot of pitch road surface, and its producing technology
CN101735628A (en) Waste tire rubber powder modified asphalt and preparation method thereof
CN102532923A (en) Granular modified asphalt and preparation method thereof
CN107501967A (en) Asphalt modifier, preparation method and the asphalt containing it
CN102816448B (en) Warm-mixing heavy traffic asphalt and preparation method thereof
CN102838317A (en) Heavy asphalt warm mixing agent and preparation method thereof
CN105541181B (en) A kind of rubber powder ground surface material and construction method
CN105348832A (en) High-viscosity anti-rutting performance modified asphalt and processing method
CN107815131A (en) A kind of heat regeneration asphalt mixture and preparation method thereof
CN104558732A (en) High-temperature mixed type waste rubber modified asphalt enhancer composition and preparation method thereof
CN110028802A (en) A kind of asphalt modifier and preparation method thereof and the application in bituminous composition
CN103725023A (en) Rubber powder modified asphalt and preparation method thereof
CN111732370A (en) High-performance cold-patch material based on old asphalt pavement milling material and preparation method thereof
CN102276188A (en) Bituminous pavement cold patch material, and production method thereof
CN109851283A (en) A kind of construction method of rubber and plastic alloy modified asphalt concrete
CN101735625A (en) Special modified cold-mixing asphalt for cold-region normal-temperature mixing-type asphalt concrete

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication

Application publication date: 20170901

RJ01 Rejection of invention patent application after publication