Disclosure of Invention
Aiming at the defects of the prior art, the invention aims to provide rubber powder modified asphalt and a preparation method thereof, and solves the technical problem of unstable product performance caused by poor compatibility between rubber powder and asphalt in the traditional process.
In order to achieve the purpose, the invention adopts the following technical scheme:
the preparation method of the rubber powder modified asphalt comprises the following steps:
(1) Adding rubber powder into hydrogen peroxide, heating and stirring for reaction, and after the reaction is finished, filtering, washing and drying a reaction product to obtain pretreated rubber powder;
(2) Dispersing the pre-treated rubber powder in deionized water, adding tridecafluorooctyltriethoxysilane, stirring for reaction, and after the reaction is finished, filtering, washing and drying a reaction product to obtain modified rubber powder;
(3) Dissolving alkali lignin in deionized water, adjusting the pH value of the solution to 10-12, adding carbon disulfide for reaction, and after the reaction is finished, centrifuging, washing, and freeze-drying to obtain modified lignin;
(4) Adding asphalt into a premixing tank, stirring and heating to 170-180 ℃, keeping the temperature unchanged, adding modified rubber powder, stirring and mixing uniformly, adding coal tar, continuously stirring and mixing uniformly to obtain a premix, then adding the premix into a preparation tank, uniformly refining at 180-200 ℃ for 20-30min, adding modified lignin, firstly shearing at a shearing rate of 1000-1500r/min for 10-20min, then shearing at a shearing rate of 3000-4000r/min for 30-60min, and after the shearing is finished, obtaining the rubber powder modified asphalt.
Preferably, in the step (1), the mass ratio of the rubber powder to the hydrogen peroxide is 20-30 percent.
Preferably, in the step (1), the temperature for heating and stirring reaction is 60-80 ℃, and the time for heating and stirring reaction is 2-3h.
Preferably, in the step (2), the mass ratio of the pretreatment rubber powder, the deionized water and the tridecafluorooctyltriethoxysilane is 10-20.
Preferably, in the step (2), the stirring reaction temperature is 40-60 ℃, and the stirring reaction time is 3-5h.
Preferably, in the step (3), the mass ratio of the alkali lignin to the carbon disulfide is 10-15.
Preferably, in the step (3), the reaction temperature is 30-40 ℃ and the reaction time is 3-4h.
Preferably, in the step (4), the mass ratio of the asphalt, the modified rubber powder, the coal tar and the modified lignin is (100).
The invention also provides the rubber powder modified asphalt prepared by the preparation method.
Compared with the prior art, the invention has the following beneficial effects:
(1) According to the invention, hydrogen peroxide is adopted to carry out oxidation pretreatment on the rubber powder, so that the number of active groups of the rubber powder is increased, meanwhile, the surface roughness of the rubber powder is increased, and the subsequent reaction is facilitated; meanwhile, the tridecafluorooctyltriethoxysilane has good permeability, so that the modified rubber powder and the asphalt have better compatibility, the swelling is more sufficient, and the modified asphalt system is more stable.
(2) The invention utilizes alkali lignin and carbon disulfide to react in an alkaline environment to obtain modified lignin, and then the modified lignin is applied to asphalt, so that the vulcanization of the interface between the modified rubber powder and the asphalt can be promoted, the vulcanization time is shortened, and the vulcanization efficiency is improved.
Detailed Description
The present invention will be described in more detail with reference to specific preferred embodiments, but the present invention is not limited to the following embodiments.
It should be noted that the chemicals involved in the present invention are all purchased from commercial sources without specific reference.
The rubber powder used in the invention is purchased from Hebei Hemiguang mineral products, inc., and the granularity is 20-80 meshes;
tridecafluorooctyltriethoxysilane was purchased from Jiangsu plerian biotechnology, inc., CAS:51851-37-7;
the alkali lignin is purchased from Ailiwan chemical science and technology Limited, shandong, and has the following model: ALW001;
the asphalt is medium-temperature coal asphalt which is purchased from Heizhihao rubber chemical industry Co., ltd;
coal tar is purchased from Hengshuihuaiaohao rubber chemical Co.
Example 1
The preparation method of the rubber powder modified asphalt comprises the following steps:
(1) Adding 2kg of rubber powder into 10kg of 20wt% hydrogen peroxide, heating and stirring at 60 ℃ for reacting for 2 hours, and after the reaction is finished, filtering, washing and drying a reaction product to obtain pre-treated rubber powder;
(2) Dispersing 1kg of the pre-treated rubber powder in 10kg of deionized water, then adding 0.2kg of tridecafluorooctyltriethoxysilane, stirring and reacting for 3 hours at 40 ℃, and after the reaction is finished, filtering, washing and drying a reaction product to obtain modified rubber powder;
(3) Dissolving 100g of alkali lignin in 1500g of deionized water, adjusting the pH value of the solution to 10, then adding 20g of carbon disulfide, stirring and reacting for 3 hours at 30 ℃, and after the reaction is finished, centrifuging, washing, and freeze-drying to obtain modified lignin;
(4) Adding 10kg of asphalt into a premixing tank, stirring and heating to 170 ℃, keeping the temperature unchanged, adding 2.5kg of modified rubber powder, stirring and mixing uniformly, adding 0.2kg of coal tar, continuing stirring and mixing uniformly to obtain a premix, then adding the premix into a preparation tank, uniformly refining for 20min at 180 ℃, adding 0.8kg of modified lignin, firstly shearing for 10min at a shearing rate of 1000r/min, then shearing for 30min at a shearing rate of 3000r/min, and obtaining the rubber powder modified asphalt after the shearing is finished.
Example 2
The preparation method of the rubber powder modified asphalt comprises the following steps:
(1) Adding 2kg of rubber powder into 10kg of 30wt% hydrogen peroxide, heating and stirring at 80 ℃ for reaction for 3 hours, and after the reaction is finished, filtering, washing and drying a reaction product to obtain pre-treated rubber powder;
(2) Dispersing 2kg of pre-treated rubber powder in 10kg of deionized water, then adding 0.4kg of tridecafluorooctyltriethoxysilane, stirring and reacting for 5 hours at the temperature of 60 ℃, and after the reaction is finished, filtering, washing and drying a reaction product to obtain modified rubber powder;
(3) Dissolving 150g of alkali lignin in 1500g of deionized water, adjusting the pH value of the solution to 12, then adding 40g of carbon disulfide, stirring and reacting for 4 hours at 40 ℃, and after the reaction is finished, centrifuging, washing and freeze-drying to obtain modified lignin;
(4) Adding 10kg of asphalt into a premixing tank, stirring and heating to 180 ℃, keeping the temperature unchanged, adding 3.0kg of modified rubber powder, stirring and mixing uniformly, adding 0.4kg of coal tar, continuing stirring and mixing uniformly to obtain a premix, then adding the premix into a preparation tank, uniformly refining for 30min at 200 ℃, adjusting the temperature to 175 ℃, adding 0.8kg of modified lignin, firstly shearing for 10min at a shearing rate of 1500r/min, then shearing for 30min at a shearing rate of 4000r/min, and obtaining the rubber powder modified asphalt after the shearing is finished.
Example 3
The preparation method of the rubber powder modified asphalt comprises the following steps:
(1) Adding 3kg of rubber powder into 10kg of 25wt% hydrogen peroxide, heating and stirring at 70 ℃ for reacting for 2 hours, and after the reaction is finished, filtering, washing and drying a reaction product to obtain pre-treated rubber powder;
(2) Dispersing 2kg of pre-treated rubber powder in 10kg of deionized water, then adding 0.3kg of tridecafluorooctyltriethoxysilane, stirring and reacting for 4 hours at 50 ℃, and after the reaction is finished, filtering, washing and drying a reaction product to obtain modified rubber powder;
(3) Dissolving 120g of alkali lignin in 1500g of deionized water, adjusting the pH value of the solution to be 12, then adding 30g of carbon disulfide, stirring and reacting for 3 hours at 35 ℃, and after the reaction is finished, centrifuging, washing, and freeze-drying to obtain modified lignin;
(4) Adding 10kg of asphalt into a premixing tank, stirring and heating to 175 ℃, keeping the temperature unchanged, adding 2.6kg of modified rubber powder, stirring and mixing uniformly, adding 0.3kg of coal tar, continuing stirring and mixing uniformly to obtain a premix, then adding the premix into a preparation tank, uniformly refining for 30min at 200 ℃, adjusting the temperature to 175 ℃, adding 1.2kg of modified lignin, firstly shearing for 20min at a shearing rate of 1200r/min, then shearing for 60min at a shearing rate of 3000r/min, and obtaining the rubber powder modified asphalt after the shearing is finished.
Example 4
The preparation method of the rubber powder modified asphalt comprises the following steps:
(1) Adding 2.5kg of rubber powder into 10kg of 20wt% hydrogen peroxide, heating and stirring at 80 ℃, reacting for 2 hours, and after the reaction is finished, filtering, washing and drying a reaction product to obtain pre-treated rubber powder;
(2) Dispersing 1.5kg of pre-treated rubber powder in 10kg of deionized water, then adding 0.4kg of tridecafluorooctyltriethoxysilane, stirring and reacting for 3 hours at the temperature of 60 ℃, and after the reaction is finished, filtering, washing and drying a reaction product to obtain modified rubber powder;
(3) Dissolving 120g of alkali lignin in 1500g of deionized water, adjusting the pH value of the solution to 12, then adding 40g of carbon disulfide, stirring and reacting for 4 hours at 40 ℃, and after the reaction is finished, centrifuging, washing and freeze-drying to obtain modified lignin;
(4) Adding 10kg of asphalt into a premixing tank, stirring and heating to 175 ℃, keeping the temperature unchanged, adding 2.8kg of modified rubber powder, stirring and mixing uniformly, adding 0.4kg of coal tar, continuing stirring and mixing uniformly to obtain a premix, then adding the premix into a preparation tank, uniformly refining for 30min at 200 ℃, adjusting the temperature to 175 ℃, adding 1.0kg of modified lignin, firstly shearing for 20min at a shearing rate of 1000r/min, then shearing for 60min at a shearing rate of 3000r/min, and obtaining the rubber powder modified asphalt after the shearing is finished.
Comparative example 1
The preparation method of the rubber powder modified asphalt comprises the following steps:
adding 10kg of asphalt into a premixing tank, stirring and heating to 175 ℃, keeping the temperature unchanged, adding 2.6kg of rubber powder, stirring and mixing uniformly, adding 0.3kg of coal tar, continuing stirring and mixing uniformly to obtain a premix, then adding the premix into a preparation tank, uniformly refining for 30min at 200 ℃, adjusting the temperature to 175 ℃, adding 1.2kg of alkali lignin, firstly shearing for 20min at a shearing rate of 1200r/min, then shearing for 60min at a shearing rate of 3000r/min, and obtaining the rubber powder modified asphalt after the shearing is finished.
Comparative example 2
The preparation method of the rubber powder modified asphalt comprises the following steps:
(1) Adding 3kg of rubber powder into 10kg of 25wt% hydrogen peroxide, heating and stirring at 70 ℃ for reacting for 2 hours, and after the reaction is finished, filtering, washing and drying a reaction product to obtain pre-treated rubber powder;
(2) Dispersing 2kg of the pre-treated rubber powder in 10kg of deionized water, then adding 0.3kg of tridecafluorooctyltriethoxysilane, stirring and reacting for 4 hours at 50 ℃, and after the reaction is finished, filtering, washing and drying a reaction product to obtain modified rubber powder;
(3) Adding 10kg of asphalt into a premixing tank, stirring and heating to 175 ℃, keeping the temperature unchanged, adding 2.6kg of modified rubber powder, stirring and mixing uniformly, adding 0.3kg of coal tar, continuing stirring and mixing uniformly to obtain a premix, then adding the premix into a preparation tank, uniformly refining for 30min at 200 ℃, adjusting the temperature to 175 ℃, firstly shearing for 20min at a shearing rate of 1200r/min, then shearing for 60min at a shearing rate of 3000r/min, and obtaining the rubber powder modified asphalt after the shearing is finished.
Comparative example 3
The preparation method of the rubber powder modified asphalt comprises the following steps:
(1) Adding 3kg of rubber powder into 10kg of 25wt% hydrogen peroxide, heating and stirring at 70 ℃ for reacting for 2 hours, and after the reaction is finished, filtering, washing and drying a reaction product to obtain pre-treated rubber powder;
(2) Dissolving 120g of alkali lignin in 1500g of deionized water, adjusting the pH value of the solution to be 12, then adding 30g of carbon disulfide, stirring and reacting for 3 hours at 35 ℃, and after the reaction is finished, centrifuging, washing, and freeze-drying to obtain modified lignin;
(3) Adding 10kg of asphalt into a premixing tank, stirring and heating to 175 ℃, keeping the temperature unchanged, adding 2.6kg of pre-treated rubber powder, stirring and mixing uniformly, adding 0.3kg of coal tar, continuing stirring and mixing uniformly to obtain a premix, then adding the premix into a preparation tank, uniformly refining at 200 ℃ for 30min, adjusting the temperature to 175 ℃, adding 1.2kg of modified lignin, firstly shearing at the shearing rate of 1200r/min for 20min, then shearing at the shearing rate of 3000r/min for 60min, and obtaining the rubber powder modified asphalt after the shearing is finished.
The modified asphalt samples prepared in examples 1 to 4 and comparative examples 1 to 3 were subjected to the following property tests:
ductility test experiment: the testing method refers to an asphalt ductility testing method disclosed in GB/T4508-2010, the testing temperature is 5 ℃, the stretching speed is 5cm/min, the testing is carried out for 3 times, and the results are averaged;
softening point test: performing an asphalt softening point test (ring and ball method) according to a standard T0606-2011 for 3 times, and averaging results;
segregation softening point difference test experiment: the test method refers to a polymer modified asphalt segregation test method disclosed in SH/T0740-2003, tests for 48 hours at 163 ℃, determines the softening point and calculates the softening point difference, tests for 3 times, and averages the results;
the test results are shown in the following table:
|
5 ℃ ductility (cm)
|
Softening Point temperature (. Degree. C.)
|
Segregation softening point Difference (. Degree. C.)
|
Example 1
|
30.2
|
84.8
|
0.64
|
Example 2
|
30.6
|
85.5
|
0.59
|
Example 3
|
30.4
|
85.1
|
0.63
|
Example 4
|
30.3
|
84.9
|
0.62
|
Comparative example 1
|
19.1
|
72.4
|
4.85
|
Comparative example 2
|
22.7
|
73.6
|
2.68
|
Comparative example 3
|
24.5
|
78.3
|
1.37 |
Finally, it is to be noted that: the above examples do not limit the invention in any way. It will be apparent to those skilled in the art that various modifications and improvements can be made to the invention. Accordingly, any modification or improvement made without departing from the spirit of the present invention is within the scope of the claimed invention.