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 surface temperature is still inevitably increased during the airplane running stage, and the runway surface is damaged by temperature stress, so that the durability of the runway is affected. The main damage form is that under the blowing of high-temperature airflow sprayed by a jet plane, coarse aggregate is easy to fall off from the surface of an 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 water damage resistance and the prevention of aggregate shedding caused by the water invasion of the asphalt concrete; 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 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 exists.
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-shedding agent which comprises the following raw materials in parts by weight:
1-7 parts of Styrene Butadiene Rubber (SBR),
1-6 parts of polyethylene oxide (PEO),
0.5 to 2 parts of styrenated phenol,
3-9 parts of resin,
1-5 parts of alkyl ammonium chloride,
1-4 parts of nitrogen-containing aromatic compound.
The anti-shedding agent disclosed by the invention preferably comprises the following raw materials in parts by mass:
1-6 parts of Styrene Butadiene Rubber (SBR),
2-5 parts of polyethylene oxide (PEO),
0.5 to 1.8 parts of styrenated phenol,
4-8 parts of resin,
1-4 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, and is generally 5-20 mm.
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 ammonium pyridinium salt may be referred to as an azabenzene quaternary ammonium salt, and is at least one selected from the group consisting of N-phenacyl pyridinium quaternary ammonium salt, O- (7-azabenzotriazol-1-yl) -N, N, N ', N' -tetramethylurea tetrafluoroborate, N-cyanomethyl pyridinium quaternary ammonium salt 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-mercaptopyridinium 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 2-5 mm.
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 size of SBR is not more than 20mm, generally 5-20 mm.
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 60-120 min.
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 granular, 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 60-90 min. 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 the alkyl ammonium chloride is added to change the surface acidity of stone materials and further enhance the adhesion strength between the asphalt and the stone materials in combination with the reason that the acid asphalt is easy to fall off. Therefore, the anti-stripping agent of the invention comprehensively strengthens the adhesion strength of asphalt to stone materials from various aspects and improves the high-temperature stripping resistance of the 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: by using an aircraft engine (such as a renewed engine), the tail part is linked with a straight cylinder type cylinder body made of high-temperature resistant materials with a heating function. 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 the cylinder body has a heating function, so that the temperature of the asphalt in the tray is maintained at 60 +/-20 ℃ (the road surface temperature in summer is simulated). Starting the engine, enabling high-temperature tail gas of the engine to enter from one end of the straight cylinder, discharging from the other end of the straight cylinder, enabling the high-temperature tail gas to be blown over the asphalt membrane 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 150 psi/s; testing range 0-2000 psi; 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 0.1 mm. 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 size is 5-18 mm for later use. 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 into a kneader for mixing at the mixing temperature of 165 ℃ for 65 min; then, extrusion granulation was carried out at an extrusion temperature of 165 ℃. Cutting into granules with the granularity 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 smashed in advance, and the grain size is 5-19 mm for later use. The kneader is heated for future 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 120 min; 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 smashed in advance, and the grain size is 5-17 mm 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 110 min; 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-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 5
The anti-shedding agent obtained in example 2 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 97.5: 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-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.
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 the Qilu petrochemical company is also subjected to a simulation experiment in the high-temperature wake environment of an airplane, and drawing experiments are respectively carried out after a period of experiment, 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 produced by olea petrochemical company with a penetration of 70dmm at 25 ℃ (olea 70A), which: 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-stripping 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.
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 commercial anti-shedding agent is added, compared with the anti-shedding agent disclosed by the invention, the improvement range of the adhesive strength is small, 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.