CN114479487B - Anti-shedding agent and preparation method and application thereof - Google Patents

Anti-shedding agent and preparation method and application thereof Download PDF

Info

Publication number
CN114479487B
CN114479487B CN202011165287.5A CN202011165287A CN114479487B CN 114479487 B CN114479487 B CN 114479487B CN 202011165287 A CN202011165287 A CN 202011165287A CN 114479487 B CN114479487 B CN 114479487B
Authority
CN
China
Prior art keywords
asphalt
shedding
resin
quaternary ammonium
parts
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.)
Active
Application number
CN202011165287.5A
Other languages
Chinese (zh)
Other versions
CN114479487A (en
Inventor
陈保莲
李臣泽
宋乐春
范思远
陈杰
王兴越
宁爱民
程国香
李志军
王珂琦
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.)
Sinopec Dalian Petrochemical Research Institute Co ltd
China Petroleum and Chemical Corp
Original Assignee
China Petroleum and Chemical Corp
Sinopec Dalian Research Institute of Petroleum and Petrochemicals
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 China Petroleum and Chemical Corp, Sinopec Dalian Research Institute of Petroleum and Petrochemicals filed Critical China Petroleum and Chemical Corp
Priority to CN202011165287.5A priority Critical patent/CN114479487B/en
Publication of CN114479487A publication Critical patent/CN114479487A/en
Application granted granted Critical
Publication of CN114479487B publication Critical patent/CN114479487B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08LCOMPOSITIONS OF MACROMOLECULAR COMPOUNDS
    • C08L95/00Compositions of bituminous materials, e.g. asphalt, tar, pitch
    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08LCOMPOSITIONS OF MACROMOLECULAR COMPOUNDS
    • C08L2201/00Properties
    • C08L2201/08Stabilised against heat, light or radiation or oxydation
    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08LCOMPOSITIONS OF MACROMOLECULAR COMPOUNDS
    • C08L2205/00Polymer mixtures characterised by other features
    • C08L2205/03Polymer mixtures characterised by other features containing three or more polymers in a blend
    • C08L2205/035Polymer mixtures characterised by other features containing three or more polymers in a blend containing four or more polymers in a blend

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Health & Medical Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Medicinal Chemistry (AREA)
  • Polymers & Plastics (AREA)
  • Organic Chemistry (AREA)
  • Compositions Of Macromolecular Compounds (AREA)

Abstract

The invention discloses an anti-shedding agent and a preparation method and application thereof. The anti-falling agent comprises the following raw materials: styrene-butadiene rubber, polyethylene oxide, styrenated phenol, resin, alkyl ammonium chloride and nitrogen-containing aromatic compounds. The preparation method of the anti-shedding agent comprises the following steps: and (3) uniformly mixing the materials, and carrying out mixing and extrusion granulation to obtain the anti-falling agent. The anti-shedding agent is granular, is used for airport asphalt, can obviously improve the adhesion strength of the asphalt and the anti-shedding performance, and has stronger adaptability to the high-temperature wake environment of an airplane.

Description

Anti-shedding agent and preparation method and application thereof
Technical Field
The invention belongs to the fields of petroleum industry and basic material chemistry, and particularly relates to an anti-shedding agent and a preparation method thereof, which are particularly suitable for an airport asphalt runway.
Background
The highest temperature of the air flow sprayed by the modern jet aircraft engine can reach 850-900 ℃, the air flow speed can reach 180m/s, the air flow spreads to the runway surface of an airport in an oval shape, and the surface temperature of the runway surface is rapidly increased, so that the asphalt runway surface is damaged. The measured data show that when the temperature in summer is 40 ℃, the highest temperature of the asphalt pavement surface reaches 140 ℃ due to the influence of the high-temperature wake flow of the airplane. Therefore, in order to avoid the damage of the road surface, the end parts of the runways of the civil airport are provided with the anti-blowing plateaus, and enough preparation time is provided for the airplanes in the takeoff phase. However, the runway stage still inevitably causes the temperature of the runway surface to rise suddenly, and temperature stress is generated to cause the runway surface to be damaged, thereby affecting the durability of the runway. The main damage mode is that under the sweeping of high-temperature airflow ejected by a jet plane, coarse aggregate is easy to fall off from the surface of the asphalt runway to form an external invader (FOD), and the FOD can cause serious flight accidents once being sucked into an aircraft engine. Therefore, the improvement of the high-temperature shedding resistance of the coarse aggregate of the asphalt concrete runway is an important research direction for improving the safety capability of civil aviation operation.
At present, airport runways in the world are generally paved by polymer modified asphalt with better high-temperature performance so as to solve the problems of airplane wake baking and road surface deformation and threshing under high shear stress, but the effect is not ideal, and after the airport runway is used for a period of time, the road surface bulges and cracks and aggregates fall frequently, so that huge flight potential safety hazards and high maintenance cost are increased. At present, aiming at the problem of aggregate shedding of expressways or common highways, mainly aiming at water damage resistance, a method for adding an anti-shedding agent into asphalt or asphalt mixture is proposed, but the temperature, the tail gas flow rate, the air flow speed and the like of automobile tail gas on the highways are greatly different from those of tail gas of jet airplanes. So the main consideration for adding the anti-shedding agent on the road is the resistance to water damage and the prevention of aggregate shedding caused by the damage of asphalt concrete by water; the main consideration on the runway of the airport is the purging function of the high-temperature wake flow of the jet plane, the temperature is high (850-900 ℃), the airflow is large, and the airflow speed is fast (180 m/s). At present, no anti-shedding agent is developed specially for solving the problem of asphalt concrete aggregate shedding caused by the influence of high-temperature wake flow of a jet plane on an airport runway.
Disclosure of Invention
Aiming at the problem of aggregate shedding faced by an airport asphalt runway, the invention provides an anti-shedding agent which is particularly suitable for the airport asphalt runway and a preparation method and application thereof. When the anti-shedding agent is used for an asphalt runway of an airport, the anti-shedding performance of asphalt can be obviously improved.
The invention provides an anti-falling agent which comprises the following raw materials in parts by weight:
1 to 7 portions of Styrene Butadiene Rubber (SBR),
1 to 6 portions of polyethylene oxide (PEO),
0.5 to 2 portions of styrenated phenol,
3 to 9 parts of resin,
1 to 5 parts of alkyl ammonium chloride,
1 to 4 parts of a nitrogen-containing aromatic compound.
The anti-shedding agent disclosed by the invention preferably comprises the following raw materials in parts by mass:
1 to 6 portions of Styrene Butadiene Rubber (SBR),
2 to 5 portions of polyethylene oxide (PEO),
0.5 to 1.8 portions of styrenated phenol,
4 to 8 parts of resin,
1 to 4 parts of alkyl ammonium chloride,
1 to 3 parts of nitrogen-containing aromatic compound.
In the styrene butadiene rubber, the content of the combined styrene is 23wt% -45 wt%, and preferably 30wt% -40 wt%. The styrene-butadiene rubber preferably has a particle size of not more than 20mm, generally 5 to 20mm.
The molecular weight of the polyethylene oxide is 7-500 ten thousand, and preferably 12-400 ten thousand.
The resin is one or more of petroleum resin, terpene resin, rosin resin, coumarone resin, phenolic resin, polyester resin and polyamide resin.
The alkyl ammonium chloride can be one or a mixture of octadecyl trimethyl ammonium chloride (1831) and hexadecyl trimethyl ammonium chloride (1631).
The nitrogen-containing aromatic compound is at least one selected from quaternary ammonium pyridine salt and diaminopyrimidine hydrochloride. The quaternary pyridinium salt may be referred to as an azabenzene quaternary ammonium salt, and is at least one selected from N-phenacyl pyridinium quaternary ammonium salt, O- (7-azabenzotriazol-1-yl) -N, N, N ', N' -tetramethyluronium tetrafluoroborate, N-cyanomethyl pyridinium chloride, N- (2-acetylpyridyl) pyridinium quaternary ammonium salt, N-acetoxy pyridinium quaternary ammonium salt, N-nitrile methyl pyridinium quaternary ammonium salt, N-acetoxy pyridinium quaternary ammonium salt, 2-mercaptopyridine quaternary ammonium salt, N- (2-methylpropenyl) methyl pyridinium quaternary ammonium salt, and bromo N-phenacyl pyridinium quaternary ammonium salt. The diaminopyrimidine hydrochloride is at least one selected from the group consisting of 2, 5-diamino-4, 6-dihydroxypyrimidine hydrochloride, 4, 5-diamino-2, 6-dihydroxypyrimidine hydrochloride, and 2, 4-diaminopyrimidin-5-ol dihydrochloride.
The anti-shedding agent can be granular, and the grain diameter can be 2-5mm.
The second aspect of the present invention provides a method for preparing the above anti-shedding agent, comprising:
uniformly mixing styrene butadiene rubber, polyethylene oxide, styrenated phenol, resin, alkyl ammonium chloride and a nitrogen-containing aromatic compound, mixing, and granulating to obtain the anti-dropping agent.
Furthermore, the grain diameter of SBR is not more than 20mm, and is generally 5 to 20mm.
Further, the mixing is carried out using conventional mixing devices, such as kneaders.
Further, the mixing conditions were as follows: the mixing temperature is 160-200 ℃, and the mixing time is 60-120min.
Further, the granulation is extrusion granulation, and can be realized by using a conventional extrusion granulation device, such as a screw extruder. The extrusion granulation conditions were as follows: the extrusion granulation temperature is 160-180 DEG C
Further, the anti-shedding agent prepared by the method provided by the second aspect is in a granular shape, and the granularity can be 2-5 mm.
In a third aspect, the present invention provides a pitch resistant to stripping, comprising: petroleum asphalt and the anti-shedding agent.
In the anti-stripping asphalt, the dosage of the anti-stripping agent accounts for 2-3% of the mass of the anti-stripping asphalt.
In the anti-stripping asphalt, the petroleum asphalt can be conventional petroleum asphalt used for airport runways, and can be at least one of straight-run asphalt, oxidized asphalt, blended asphalt, solvent deoiled asphalt and polymer modified asphalt.
The fourth aspect of the invention provides a preparation method of the anti-falling asphalt, which comprises the following steps: heating and melting petroleum asphalt, adding the anti-shedding agent, stirring until the mixture is uniformly mixed, and then developing to obtain the anti-shedding asphalt.
In the preparation method of the anti-falling asphalt, the heating and melting temperature of the asphalt is 160-200 ℃, the stirring temperature under constant temperature is 160-200 ℃, and the stirring time can be 60-90min. The development temperature is 140-160 ℃, and the development time is 12-18 hours.
The anti-shedding agent is particularly suitable for being applied to asphalt of airport runways.
The anti-stripping asphalt provided by the invention is suitable for being used as asphalt for airfield runways.
The invention has the following advantages:
1. the anti-shedding agent disclosed by the invention not only can obviously improve the anti-shedding performance of asphalt, but also has strong adaptability to the high-temperature wake environment of an airplane, can improve the anti-shedding performance of an asphalt runway of an airport, reduces the shedding of aggregates and can reduce the incidence rate of flight accidents.
2. The anti-shedding agent is granular and is easy to transport and store.
3. In the preparation method of the anti-stripping agent, the nitrogen-containing aromatic compound is used as an initiator, under the assistance of polyethylene oxide, styrene-butadiene rubber, resin, the nitrogen-containing aromatic compound, the polyethylene oxide and the like are subjected to graft reaction in a kneading machine and a screw extrusion process, the formed product has high viscosity and flexibility and good polarity, and under the action of styrenated phenol, the anti-stripping agent can enable asphalt to have better high-temperature stripping resistance in a high-temperature environment. And in combination with the reason that the acid asphalt is easy to fall off, the alkyl ammonium chloride is added to change the surface acidity of stone, so that the adhesion strength between the asphalt and the stone is further enhanced. Therefore, the anti-shedding agent of the invention comprehensively strengthens the adhesion strength of asphalt to stone from multiple aspects and improves the high-temperature shedding resistance of asphalt in airports.
Detailed Description
The following examples are given to illustrate the technical aspects of the present invention in detail, but the present invention is not limited to the following examples. In the present invention, wt% is a mass fraction.
The invention relates to an aircraft high-temperature wake flow simulation experiment method, which comprises the following steps: the tail part of the engine is linked with a straight cylinder type cylinder body made of high-temperature resistant materials with a heating function by using an airplane engine (such as a renewed engine). During the experiment, the asphalt to be tested is placed in a metal tray after being melted, and is spread flatly to form a film, wherein the thickness of the film is 3mm +/-0.3 mm. And (3) placing the tray filled with the asphalt film at the bottom in the cylinder body, and firmly fixing. The bottom of barrel has the heating function, guarantees that the pitch temperature in the tray maintains 60 degrees centigrade +/-20 ℃ (road surface temperature when simulation summer high temperature). And starting the engine to enable high-temperature tail gas of the engine to enter from one end of the straight cylinder and to be discharged from the other end of the straight cylinder, blowing the high-temperature tail gas above the asphalt film for 30 minutes and stopping for 10 minutes, and continuously repeating the steps for multiple times. One experimental period was 240 hours from the initial start of blowing. And then taking out the asphalt, analyzing various performances, and comparing the performances with the performances before the simulation experiment. Therefore, the condition of asphalt on an airport runway (particularly a takeoff section) when the asphalt is subjected to high-temperature tail gas blowing of an airplane for a long time is simulated, and the change of the asphalt property, particularly the change of the anti-falling performance is inspected.
In the present invention, the adhesion strength of asphalt is measured by a pull tester. The instrument and test method are as follows:
instruments and equipment: the drawing tester with the model of Positest AT-A has the following parameters: a drawing rate of 150psi/s; the test range is 0-2000psi; the test method is as follows:
weighing 0.03g of asphalt on an experimental surface of a spindle; placing the spindle attached with the asphalt on an electric hot plate, after the asphalt is melted, uniformly coating the asphalt within 10s, simultaneously quickly transferring the preheated white steel plate to a horizontal operation table, buckling the spindle coated with the asphalt uniformly on the white steel plate, and standing and cooling to room temperature (about 1 h). The liquid asphalt is uniformly spread under the action of the gravity of the spindle, the spindle and the white steel plate are bonded after cooling, and the thickness of the asphalt film is about 0.1mm. The white steel plate and the spindle cooled to room temperature were placed in an environmental chamber (temperature: 20 ℃; relative humidity: 50 Rh%) and were taken out after constant temperature for 1 hour, and the adhesiveness was tested using a Positest AT-A tester. The value of the pull strength at the moment of separation of the spindle from the metal sheet is recorded. The anti-falling performance of the asphalt is characterized by the numerical value, and the larger the numerical value is, the better the anti-falling performance is.
Example 1
The SBR with the bound styrene content of 31wt% is crushed in advance, and the grain diameter is 5 to 18mm for standby. The kneader is heated for future use.
Weighing 12kg of crushed SBR, 21kg of polyethylene oxide with the molecular weight of 13 ten thousand, 6 kg of styrenated phenol, 45 kg of petroleum resin (C5), 12kg of octadecyl trimethyl ammonium chloride and 11kg of N- (2-acetylpyridyl) pyridine quaternary ammonium salt, and placing the materials in a kneader for mixing at the mixing temperature of 165 ℃ for 65min; then, extrusion granulation was carried out at an extrusion temperature of 165 ℃. Cutting into granules with a particle size of 2mm to obtain the anti-shedding agent. The distribution ratio of each component is shown in table 1.
Example 2
SBR with the bound styrene content of 43wt% is crushed in advance, and the grain diameter is 5-19mm for later use. The kneader is heated until ready for use.
Weighing 70kg of pulverized SBR, 60kg of polyethylene oxide with the molecular weight of 480 ten thousand, 20 kg of styrenated phenol, 90 kg of terpene resin, 50 kg of hexadecyl trimethyl ammonium chloride and 40 kg of N-acetoxy pyridine quaternary ammonium salt, and placing the materials into a kneader for mixing, wherein the mixing temperature is 200 ℃, and the mixing time is 120min; then extruding and granulating, wherein the extrusion temperature is 180 ℃. Cutting into 3mm granule to obtain the anti-shedding agent. The distribution ratio of each component is shown in table 1.
Example 3
The SBR with the bound styrene content of 39wt% is crushed in advance, and the particle size is 5-17mm for later use. The kneader is heated for future use.
Weighing 58kg of crushed SBR, 48kg of polyethylene oxide with the molecular weight of 390 ten thousand, 17 kg of styrenated phenol, 78 kg of polyester resin, 38 kg of octadecyl trimethyl ammonium chloride and 29 kg of 2, 5-diamino-4, 6-dihydroxypyrimidine hydrochloride, and placing the materials in a kneader for mixing at the mixing temperature of 190 ℃ for 110min; then, extrusion granulation was carried out at an extrusion temperature of 175 ℃. Cutting into 4mm granule to obtain the anti-shedding agent. The distribution ratio of each component is shown in table 1.
Example 4
The anti-shedding agent obtained in example 1 was added to molten petroleum asphalt having a penetration of 70dmm at 25 c (zilu 70) produced by zilu petrochemical company, which had: the weight ratio of the anti-shedding agent is 97:3. stirring at constant temperature of 165 deg.C for 65min, and developing at constant temperature of 145 deg.C for 13 hr to obtain anti-drop asphalt.
The adhesion strength of the anti-dropping asphalt was measured by a drawing tester, and the results are shown in Table 2. The anti-drop asphalt is subjected to a simulation experiment under the high-temperature wake flow environment of an airplane, a drawing test is carried out after a period of test, and the result is shown in table 2.
Example 5
The anti-shedding agent obtained in example 2 was added to molten petroleum asphalt with a penetration of 70dmm at 25 ℃ (zilu 70) manufactured by zilu petrochemical company, petroleum asphalt: the weight ratio of the anti-shedding agent is 97.5:2.5. stirring at constant temperature of 200 deg.C for 90min, and developing at constant temperature of 160 deg.C for 18 hr to obtain anti-drop asphalt.
The adhesion strength of the anti-drop asphalt was measured by a pull tester, and the results are shown in Table 2. The anti-dropping asphalt is subjected to a simulation experiment under the high-temperature wake environment of an airplane, and a drawing test is carried out after a period of test, and the result is shown in table 2.
Example 6
The anti-shedding agent obtained in example 3 was added to molten petroleum asphalt having a penetration of 70dmm at 25 c (zilu 70) produced by zilu petrochemical company, which had: the weight ratio of the anti-shedding agent is 98:2. stirring at constant temperature of 195 deg.C for 85 min, and developing at constant temperature of 155 deg.C for 17 hr to obtain anti-drop asphalt.
The adhesion strength of the anti-dropping asphalt was measured by a drawing tester, and the results are shown in Table 2. The anti-drop asphalt is subjected to a simulation experiment under the high-temperature wake flow environment of an airplane, a drawing test is carried out after a period of test, and the result is shown in table 2.
Comparative example 1
For comparison, the adhesion strength of a pull tester test of grade 70A bitumen (zilu 70) produced by zilu petrochemical company is also listed in table 2; 70A-grade asphalt (Qilu 70) produced by Qilu petrochemical company is also subjected to a simulation experiment in the high-temperature wake environment of the airplane, and after a period of experiment, drawing experiments are respectively carried out, and the results are shown in Table 2.
Comparative example 2
For comparison, a commercial anti-sloughing agent JW-AS1 produced by shenzhen jiashenwei was added to a molten petroleum asphalt with a penetration of 70dmm at 25 ℃ (zilu 70A) produced by zilu petrochemical company, the petroleum asphalt: the weight ratio of the anti-shedding agent is 97.5:2.5. stirring at constant temperature of 200 deg.C for 90min, and developing at constant temperature of 160 deg.C for 18 hr to obtain anti-drop asphalt.
The adhesion strength of the anti-dropping asphalt was measured by a drawing tester, and the results are shown in Table 2. The anti-dropping asphalt is subjected to a simulation experiment under the high-temperature wake environment of an airplane, and a drawing test is carried out after a period of test, and the result is shown in table 2.
TABLE 1 preparation of anti-shedding agent component ratios
Weight of material/kg Example 1 Example 2 Example 3
Styrene butadiene rubber 12 70 58
Polyethylene oxide 21 60 48
Styrenated phenols 6 20 17
Resin composition 45 90 78
Alkyl ammonium chloride 12 50 38
Aromatic compound containing nitrogen 11 40 29
TABLE 2 Pitch Pull test results
Adhesion Strength/psi Example 4 Example 5 Example 6 Comparative example 1 Comparative example 2
No simulation experiment was performed 546 497 597 380 420
After the simulation experiment 615 530 685 308 430
As can be seen from Table 2, the addition of the anti-dropping agent of the present invention to asphalt can significantly improve the adhesion strength of asphalt and improve the anti-dropping property; after a period of airplane high-temperature wake flow simulation experiment, the adhesion strength of the asphalt added with the anti-shedding agent is not reduced, but is increased; the adhesion strength of the asphalt without the anti-shedding agent is obviously reduced after a simulation experiment; after a certain commercially available anti-shedding agent is added, the improvement range of the adhesive strength is smaller than that of the anti-shedding agent disclosed by the invention, and after a simulation experiment, the adhesive strength is not reduced but is not basically improved. The anti-stripping agent disclosed by the invention can improve the anti-stripping performance of asphalt and has strong adaptability to the high-temperature wake environment of an airplane.

Claims (17)

1. An anti-shedding agent comprises the following raw materials in parts by weight:
1 to 7 parts of styrene-butadiene rubber,
1 to 6 parts of polyethylene oxide,
0.5 to 2 portions of styrenated phenol,
3 to 9 parts of resin, namely adding the resin,
1 to 5 parts of alkyl ammonium chloride,
1 to 4 parts of a nitrogen-containing aromatic compound;
the resin is one or more of petroleum resin, terpene resin, rosin resin, coumarone resin, phenolic resin, polyester resin and polyamide resin;
the nitrogen-containing aromatic compound is at least one selected from quaternary ammonium pyridine salt and diaminopyrimidine hydrochloride.
2. The anti-shedding agent according to claim 1, wherein: the composite material comprises the following raw materials in parts by mass:
1 to 6 parts of styrene-butadiene rubber,
2 to 5 parts of polyethylene oxide,
0.5 to 1.8 portions of styrenated phenol,
4 to 8 parts of resin, namely adding the resin,
1 to 4 parts of alkyl ammonium chloride,
1 to 3 parts of nitrogen-containing aromatic compound.
3. The anti-shedding agent according to claim 1 or 2, wherein: in the styrene butadiene rubber, the content of the combined styrene is 23wt% -45 wt%.
4. The anti-shedding agent according to claim 1 or 2, wherein: the styrene butadiene rubber contains 30-40 wt% of bound styrene.
5. The anti-shedding agent according to claim 1 or 2, wherein: the particle size of the styrene butadiene rubber is not more than 20mm.
6. The anti-shedding agent according to claim 1 or 2, wherein: the molecular weight of the polyethylene oxide is 7-500 ten thousand.
7. The anti-shedding agent according to claim 1 or 2, wherein: the molecular weight of the polyethylene oxide is 12-400 ten thousand.
8. The anti-shedding agent according to claim 1 or 2, wherein: the alkyl ammonium chloride is one or a mixture of octadecyl trimethyl ammonium chloride and hexadecyl trimethyl ammonium chloride.
9. The anti-shedding agent according to claim 1, wherein: the quaternary ammonium pyridine salt is selected from at least one of N-benzoylmethyl quaternary ammonium pyridine salt, O- (7-azabenzotriazole-1-yl) -N, N, N ', N' -tetramethylurea quaternary ammonium tetrafluoroborate, N-cyanomethyl quaternary ammonium pyridine salt, N- (2-acetylpyridyl) quaternary ammonium pyridine salt, N-acetoxy quaternary ammonium pyridine salt, N-nitrile quaternary ammonium pyridine salt, N-acetoxy quaternary ammonium pyridine salt, 2-mercaptopyridine quaternary ammonium salt, N- (2-methylpropenyl) quaternary ammonium pyridine salt and brominated N-benzoylmethyl quaternary ammonium pyridine salt; the diaminopyrimidine hydrochloride is at least one selected from the group consisting of 2, 5-diamino-4, 6-dihydroxypyrimidine hydrochloride, 4, 5-diamino-2, 6-dihydroxypyrimidine hydrochloride, and 2, 4-diaminopyrimidin-5-ol dihydrochloride.
10. The anti-shedding agent according to claim 1 or 2, wherein: the anti-shedding agent is granular.
11. A process for the preparation of an anti-shedding agent according to any of claims 1 to 10, which comprises:
uniformly mixing styrene butadiene rubber, polyethylene oxide, styrenated phenol, resin, alkyl ammonium chloride and a nitrogen-containing aromatic compound, mixing, and granulating to obtain the anti-dropping agent.
12. The method of claim 11, wherein: the mixing conditions were as follows: the mixing temperature is 160-200 ℃, and the mixing time is 60-120min; and/or, the granulation adopts extrusion granulation, and the extrusion granulation temperature is 160-180 ℃.
13. A pitch resistant to stripping comprising: petroleum asphalt and an anti-stripping agent as claimed in any one of claims 1 to 10.
14. The pitch of claim 13, wherein: in the anti-stripping asphalt, the dosage of the anti-stripping agent accounts for 2-3% of the mass of the anti-stripping asphalt.
15. A process for producing the anti-drop asphalt of claim 13 or 14, comprising: heating and melting petroleum asphalt, adding the anti-shedding agent, stirring until the mixture is uniformly mixed, and then developing to obtain the anti-shedding asphalt.
16. The method of claim 15, wherein: heating and melting the petroleum asphalt at 160-200 ℃, stirring at 160-200 ℃, and stirring for 60-90min; the development temperature is 140-160 ℃, and the development time is 12-18 hours.
17. Use of an anti-sloughing agent according to any one of claims 1-10 or an anti-sloughing pitch according to claim 13 or 14 in airfield runways.
CN202011165287.5A 2020-10-27 2020-10-27 Anti-shedding agent and preparation method and application thereof Active CN114479487B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202011165287.5A CN114479487B (en) 2020-10-27 2020-10-27 Anti-shedding agent and preparation method and application thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202011165287.5A CN114479487B (en) 2020-10-27 2020-10-27 Anti-shedding agent and preparation method and application thereof

Publications (2)

Publication Number Publication Date
CN114479487A CN114479487A (en) 2022-05-13
CN114479487B true CN114479487B (en) 2023-01-10

Family

ID=81470894

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202011165287.5A Active CN114479487B (en) 2020-10-27 2020-10-27 Anti-shedding agent and preparation method and application thereof

Country Status (1)

Country Link
CN (1) CN114479487B (en)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1935904A (en) * 2006-10-08 2007-03-28 上海市政工程设计研究总院 Composition for asphalt road and its preparing method
CN102464892A (en) * 2010-11-13 2012-05-23 烟台万华聚氨酯股份有限公司 Composite polyurethane modifier for road asphalt
CN103232716A (en) * 2013-05-14 2013-08-07 甘肃省交通规划勘察设计院有限责任公司 Preparation method of petroleum asphalt anti-stripping agent suitable for acid stone
KR101637192B1 (en) * 2016-01-15 2016-07-07 주식회사 한수도로산업 High strength and high durable asphalt binder and asphalt concrete composition
CN107815129A (en) * 2017-10-24 2018-03-20 上海市政工程设计研究总院(集团)有限公司 A kind of preparation method of the excellent composite modified rubber asphalt of antistrip performance

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
PL1773944T3 (en) * 2004-06-23 2008-08-29 Icl Performance Products Lp Strip resistant asphalt paving composition and method
EP2062943A1 (en) * 2007-11-14 2009-05-27 Akzo Nobel N.V. Asphalt modifiers for "warm mix" applications including adhesion promoter
KR101647298B1 (en) * 2016-02-04 2016-08-10 김인중 High Grade Asphalt Composition Having Waterproof Function and Constructing Methods Using Thereof

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1935904A (en) * 2006-10-08 2007-03-28 上海市政工程设计研究总院 Composition for asphalt road and its preparing method
CN102464892A (en) * 2010-11-13 2012-05-23 烟台万华聚氨酯股份有限公司 Composite polyurethane modifier for road asphalt
CN103232716A (en) * 2013-05-14 2013-08-07 甘肃省交通规划勘察设计院有限责任公司 Preparation method of petroleum asphalt anti-stripping agent suitable for acid stone
KR101637192B1 (en) * 2016-01-15 2016-07-07 주식회사 한수도로산업 High strength and high durable asphalt binder and asphalt concrete composition
CN107815129A (en) * 2017-10-24 2018-03-20 上海市政工程设计研究总院(集团)有限公司 A kind of preparation method of the excellent composite modified rubber asphalt of antistrip performance

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
新型沥青抗剥落剂TJ-066的性能评价;朱大章等;《精细与专用化学品》;20050106(第13期);全文 *

Also Published As

Publication number Publication date
CN114479487A (en) 2022-05-13

Similar Documents

Publication Publication Date Title
US8814464B2 (en) Recycled reclaimed asphalt pavement
CN115678293A (en) Anti-stripping agent and preparation method and application thereof
EP2398859B1 (en) Method for producing bituminous paving compositions
CN114479487B (en) Anti-shedding agent and preparation method and application thereof
CN112074578A (en) Engineered crumb rubber compositions for asphalt binders and paving mix applications
CN115678297B (en) Asphalt stripping-resistant agent and preparation method and application thereof
CN115678296A (en) Asphalt anti-stripping agent and preparation method and application thereof
CN115678291A (en) Anti-shedding agent and preparation method and application thereof
CN114479365B (en) Anti-shedding agent and preparation method and application thereof
CN115678295B (en) Anti-stripping agent and preparation method and application thereof
KR101219476B1 (en) Compositions for surface sign of paved road and construction method of surface sign using the same
CN115678290A (en) Anti-stripping agent and preparation method and application thereof
CN114479486B (en) Asphalt stripping-resistant agent, and preparation method and application thereof
CN115678199A (en) Anti-shedding agent and preparation method and application thereof
CN115678294A (en) Anti-stripping agent and preparation method and application thereof
CN114479218B (en) Stripping-resistant agent and preparation method and application thereof
James et al. The benefits of using ordinary Portland cement in solvent free dense graded bituminous emulsion mixtures
CN116925491A (en) Anti-stripping and anti-aging agent and preparation method and application thereof
CN116925490A (en) Anti-falling-aging resistant agent and preparation method and application thereof
CN116925489A (en) Anti-stripping aging-resistant warm-mix agent and preparation method and application thereof
CN116925455A (en) Anti-stripping and anti-aging agent, and preparation method and application thereof
CN116925441A (en) Anti-stripping and anti-aging agent, and preparation method and application thereof
CN114479488A (en) Anti-stripping agent and preparation method and application thereof
CN115678152B (en) Thermal aging resistant asphalt modifier and preparation method and application thereof
CN116925442A (en) Asphalt anti-stripping aging-resistant warm mix agent and preparation method and application thereof

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
GR01 Patent grant
GR01 Patent grant
TR01 Transfer of patent right

Effective date of registration: 20231115

Address after: 100728 No. 22 North Main Street, Chaoyang District, Beijing, Chaoyangmen

Patentee after: CHINA PETROLEUM & CHEMICAL Corp.

Patentee after: Sinopec (Dalian) Petrochemical Research Institute Co.,Ltd.

Address before: 100728 No. 22 North Main Street, Chaoyang District, Beijing, Chaoyangmen

Patentee before: CHINA PETROLEUM & CHEMICAL Corp.

Patentee before: DALIAN RESEARCH INSTITUTE OF PETROLEUM AND PETROCHEMICALS, SINOPEC Corp.

TR01 Transfer of patent right