阅读说明：本技术 一种可抗水损害的沥青再生料及其制备方法 (Asphalt reclaimed material capable of resisting water damage and preparation method thereof ) 是由 葛明锋 汤晓慧 邓万军 李泽锋 李挺 于 2021-04-01 设计创作，主要内容包括：本发明公开了一种可抗水损害的沥青再生料及其制备方法,具体涉及沥青材料技术领域,包括改性沥青、废旧沥青混合料、再生剂和集料；所述集料包括丝光沸石分子筛、纳米碳化硅、水凝胶和玄武岩复合料。本发明的配方中的掺杂35.10％的废旧沥青混合料和6.05％的再生剂,可有效提高沥青再生料的抗水损害性能,同时保证沥青再生料的耐低温性能；丝光沸石分子筛、纳米碳化硅和水凝胶可实现沥青路面的自动清洁处理,进而有效提高路面耐久性,可有效加强材料中纳米成分与其他的集成接触效果,进而提高沥青再生料的自身性能,从而提高沥青再生料的抗水损害性能,保证路面耐久性。(The invention discloses a reclaimed asphalt material capable of resisting water damage and a preparation method thereof, and particularly relates to the technical field of asphalt materials, wherein the reclaimed asphalt material comprises modified asphalt, waste asphalt mixture, a regenerant and aggregate; the aggregate comprises mordenite molecular sieve, nano silicon carbide, hydrogel and basalt composite material. The waste asphalt mixture with the doping amount of 35.10 percent and the regenerant with the doping amount of 6.05 percent in the formula can effectively improve the water damage resistance of the asphalt reclaimed material and ensure the low temperature resistance of the asphalt reclaimed material; the mordenite molecular sieve, the nano silicon carbide and the hydrogel can realize automatic cleaning treatment of the asphalt pavement, so that the durability of the pavement is effectively improved, the integrated contact effect of nano components in the material and other components can be effectively enhanced, the self performance of the asphalt reclaimed material is improved, the water damage resistance of the asphalt reclaimed material is improved, and the durability of the pavement is ensured.)

1. The asphalt reclaimed material capable of resisting water damage is characterized in that: comprises the following components in percentage by weight: 4.10-5.00% of modified asphalt, 34.50-35.70% of waste asphalt mixture, 5.84-6.26% of regenerant and the balance aggregate; the aggregate comprises the following components in percentage by weight: 2.56-2.84% of mordenite molecular sieve, 2.68-2.92% of nano silicon carbide, 2.21-2.51% of hydrogel and the balance of basalt composite material.

2. A water damage resistant bituminous regrind according to claim 1, wherein: comprises the following components in percentage by weight: 4.10% of modified asphalt, 34.50% of waste asphalt mixture, 5.84% of regenerant and 55.56% of aggregate; the aggregate comprises the following components in percentage by weight: 2.56% of mordenite molecular sieve, 2.68% of nano silicon carbide, 2.21% of hydrogel and 92.55% of basalt composite material.

3. A water damage resistant bituminous regrind according to claim 1, wherein: comprises the following components in percentage by weight: 5.00 percent of modified asphalt, 35.70 percent of waste asphalt mixture, 6.26 percent of regenerant and 53.04 percent of aggregate; the aggregate comprises the following components in percentage by weight: 2.84% of mordenite molecular sieve, 2.92% of nano silicon carbide, 2.51% of hydrogel and 91.73% of basalt composite material.

4. A water damage resistant bituminous regrind according to claim 1, wherein: comprises the following components in percentage by weight: 4.55 percent of modified asphalt, 35.10 percent of waste asphalt mixture, 6.05 percent of regenerant and 54.30 percent of aggregate; the aggregate comprises the following components in percentage by weight: 2.70% of mordenite molecular sieve, 2.80% of nano silicon carbide, 2.36% of hydrogel and 92.14% of basalt composite material.

5. A water damage resistant bituminous regrind according to claim 1, wherein: the basalt composite material comprises a basalt fine material and a basalt coarse material, and the basalt fine material and the basalt coarse material are in a weight ratio of: 1: 1, and the regenerant comprises a surfactant and a light component regenerant.

6. The process for preparing a water damage resistant bituminous regrind according to any one of claims 1-5, wherein: the preparation method comprises the following specific steps:

the method comprises the following steps: weighing modified asphalt, waste asphalt mixture, regenerant and aggregate according to the weight percentage;

step two: adding one half of the mordenite molecular sieve, the nano silicon carbide and the hydrogel in the aggregate in the step one into a regenerant by weight, and carrying out ultrasonic oscillation treatment for 1.5-2.5 h and heating treatment simultaneously to obtain a composite modified regenerant;

step three: mixing and stirring the modified asphalt in the step one and the residual aggregate materials in the step one for 3.5-4.5 min, and simultaneously heating at 100-130 ℃ in the mixing and stirring process to obtain an asphalt mixture;

step four: heating the waste asphalt mixture in the step one to 150-170 ℃, and then adding the composite modified regenerant prepared in the step two to perform mechanical stirring treatment for 5.5-6.5 min to obtain a regenerated asphalt mixture;

step five: and (3) preheating the asphalt mixture prepared in the third step and the recycled asphalt mixture prepared in the fourth step, and heating the asphalt mixture and the recycled asphalt mixture to 195-205 ℃, mixing and stirring for 45-55 s to obtain the reclaimed asphalt capable of resisting water damage.

7. The method for preparing asphalt reclaimed material with water damage resistance according to claim 6, wherein the method comprises the following steps: and the frequency of the ultrasonic wave in the second step is 1.5-1.8 MHz.

8. The method for preparing asphalt reclaimed material with water damage resistance according to claim 6, wherein the method comprises the following steps: ultrasonic vibration treatment for 2.5h in step two, mixing and stirring at 130 deg.C for 4.5min in step three, mechanical stirring at 170 deg.C for 6.5min in step four, and mixing and stirring at 205 deg.C for 55s in step five.

9. The method for preparing asphalt reclaimed material with water damage resistance according to claim 6, wherein the method comprises the following steps: ultrasonic vibration treatment for 1.5h in step two, mixing and stirring at 100 deg.C for 3.5min in step three, mechanical stirring at 150 deg.C for 5.5min in step four, and mixing and stirring at 195 deg.C for 45s in step five.

10. The method for preparing asphalt reclaimed material with water damage resistance according to claim 6, wherein the method comprises the following steps: ultrasonic vibration treatment for 2.0h in step two, mixing and stirring at 115 deg.C for 4.0min in step three, mechanical stirring at 160 deg.C for 6.0min in step four, and mixing and stirring at 200 deg.C for 50s in step five.

Technical Field

The invention relates to the technical field of asphalt materials, in particular to an asphalt reclaimed material capable of resisting water damage and a preparation method thereof.

Background

With the rapid development of asphalt pavement technology, the proportion of asphalt pavement is getting larger and larger. Therefore, it is necessary to repair or rebuild the road surface in time to improve the service performance. Because the highway overload phenomenon of our country is more, so the actual life of our country's bituminous paving often need be less than the design life-span, will produce a large amount of bituminous pavements every year and need overhaul and rebuild. In the past, the waste asphalt mixture is only simply discarded or buried, but the waste asphalt mixture is a resource which can be recycled, and if the waste asphalt mixture is simply discarded or buried, the waste of the resource is caused, and long-term harm is also caused to the greening of roads and the surrounding environment. The mechanism of old asphalt regeneration is known by the following theories: the principle of blending asphalt is that low-viscosity oil (regenerant) with certain components or a material with proper consistency (new asphalt) is added into aged asphalt for blending; the asphalt colloid result theory is that a certain technical measure is adopted to reduce the difference value between the solubility parameter of asphaltene and the solubility parameter of soft asphaltene in aged asphalt; the rubber theory of asphalt aging is to add proper oil component into the developed network structure of aged asphalt to supplement the oil phase lost by the aging of asphalt and recover the lubrication of the oil phase to macromolecules in the asphalt.

The existing asphalt reclaimed material has insufficient water stability, so that the pavement durability is insufficient, and the damage caused by water generation is more serious especially in a low-temperature environment.

Disclosure of Invention

In order to overcome the above-mentioned drawbacks of the prior art, embodiments of the present invention provide a reclaimed asphalt material that is resistant to water damage and a method for preparing the same.

In order to achieve the purpose, the invention provides the following technical scheme: a water damage resistant asphalt reclaimed material comprises the following components in percentage by weight: 4.10-5.00% of modified asphalt, 34.50-35.70% of waste asphalt mixture, 5.84-6.26% of regenerant and the balance aggregate; the aggregate comprises the following components in percentage by weight: 2.56-2.84% of mordenite molecular sieve, 2.68-2.92% of nano silicon carbide, 2.21-2.51% of hydrogel and the balance of basalt composite material.

Further, the paint comprises the following components in percentage by weight: 4.10% of modified asphalt, 34.50% of waste asphalt mixture, 5.84% of regenerant and 55.56% of aggregate; the aggregate comprises the following components in percentage by weight: 2.56% of mordenite molecular sieve, 2.68% of nano silicon carbide, 2.21% of hydrogel and 92.55% of basalt composite material.

Further, the paint comprises the following components in percentage by weight: 5.00 percent of modified asphalt, 35.70 percent of waste asphalt mixture, 6.26 percent of regenerant and 53.04 percent of aggregate; the aggregate comprises the following components in percentage by weight: 2.84% of mordenite molecular sieve, 2.92% of nano silicon carbide, 2.51% of hydrogel and 91.73% of basalt composite material.

Further, the paint comprises the following components in percentage by weight: 4.55 percent of modified asphalt, 35.10 percent of waste asphalt mixture, 6.05 percent of regenerant and 54.30 percent of aggregate; the aggregate comprises the following components in percentage by weight: 2.70% of mordenite molecular sieve, 2.80% of nano silicon carbide, 2.36% of hydrogel and 92.14% of basalt composite material.

Further, the basalt composite material comprises a basalt fine material and a basalt coarse material, and the basalt fine material and the basalt coarse material are in a weight ratio of: 1: 1, and the regenerant comprises a surfactant and a light component regenerant.

The invention also provides a preparation method of the asphalt reclaimed material capable of resisting water damage, which comprises the following specific preparation steps:

the method comprises the following steps: weighing modified asphalt, waste asphalt mixture, regenerant and aggregate according to the weight percentage;

step two: adding one half of the mordenite molecular sieve, the nano silicon carbide and the hydrogel in the aggregate in the step one into a regenerant by weight, and carrying out ultrasonic oscillation treatment for 1.5-2.5 h and heating treatment simultaneously to obtain a composite modified regenerant;

step three: mixing and stirring the modified asphalt in the step one and the residual aggregate materials in the step one for 3.5-4.5 min, and simultaneously heating at 100-130 ℃ in the mixing and stirring process to obtain an asphalt mixture;

step four: heating the waste asphalt mixture in the step one to 150-170 ℃, and then adding the composite modified regenerant prepared in the step two to perform mechanical stirring treatment for 5.5-6.5 min to obtain a regenerated asphalt mixture;

step five: and (3) preheating the asphalt mixture prepared in the third step and the recycled asphalt mixture prepared in the fourth step, and heating the asphalt mixture and the recycled asphalt mixture to 195-205 ℃, mixing and stirring for 45-55 s to obtain the reclaimed asphalt capable of resisting water damage.

Furthermore, the frequency of the ultrasonic wave in the second step is 1.5-1.8 MHz.

Further, ultrasonic vibration treatment was performed for 2.5 hours in the second step, mixing and stirring were performed at 130 ℃ for 4.5min in the third step, mechanical stirring treatment was performed at 170 ℃ for 6.5min in the fourth step, and mixing and stirring treatment was performed at 205 ℃ for 55s in the fifth step.

Further, ultrasonic vibration treatment was performed for 1.5 hours in the second step, mixing and stirring were performed at 100 ℃ for 3.5min in the third step, mechanical stirring treatment was performed at 150 ℃ for 5.5min in the fourth step, and mixing and stirring treatment was performed at 195 ℃ for 45s in the fifth step.

Further, ultrasonic vibration treatment was performed for 2.0 hours in the second step, mixing and stirring were performed at 115 ℃ for 4.0 minutes in the third step, mechanical stirring treatment was performed at 160 ℃ for 6.0 minutes in the fourth step, and mixing and stirring treatment was performed at 200 ℃ for 50 seconds in the fifth step.

The invention has the technical effects and advantages that:

1. the asphalt reclaimed material capable of resisting water damage, which is prepared by adopting the raw material formula, can effectively improve the water damage resistance of the asphalt reclaimed material capable of resisting water damage, ensure the stability of the asphalt reclaimed material at low temperature, improve the durability of a pavement and reduce the damage of water damage; the waste asphalt mixture with the doping amount of 35.10 percent and the regenerant with the doping amount of 6.05 percent in the formula can effectively improve the water damage resistance of the asphalt reclaimed material and ensure the low temperature resistance of the asphalt reclaimed material; the mordenite molecular sieve is used in the aggregate, a plurality of straight cylindrical pores are formed in the crystals of the mordenite, and the mordenite molecular sieve can effectively ensure the stability of the asphalt reclaimed material, simultaneously ensure that water flow can quickly pass through an asphalt pavement and reduce the water residue; the nano silicon carbide has high purity, small particle size distribution range and high specific surface area; the nano silicon carbide has stable chemical properties, high heat conductivity coefficient, small thermal expansion coefficient and high hardness, can effectively enhance the compactness of the regenerated asphalt material, and can effectively enhance the heat resistance, wear resistance and stability of the regenerated asphalt material; the hydrogel is a very hydrophilic three-dimensional network structure gel, can be quickly swelled in water and can keep a large volume of water but not dissolve in the swelled state, the water content in the hydrogel can be as low as several percent and can also be as high as 99 percent, the hydrogel can effectively enhance the moisture retention performance of the asphalt reclaimed material, the dust removal performance of the asphalt pavement can be effectively improved, the safety performance is better, the hydrogel can not adsorb water liquid after being saturated by water, the automatic cleaning treatment of the asphalt pavement can be realized, and the durability of the pavement can be further effectively improved;

2. in the process of preparing the asphalt reclaimed material capable of resisting water damage, part of the mordenite molecular sieve, the nano silicon carbide, the hydrogel and the regenerant in the aggregate are mixed and ultrasonically treated in the second step, so that the composite modification treatment of the regenerant can be realized, and the composite modified regenerant is prepared; in the third step, the modified asphalt and the rest base materials are mixed and stirred, so that the modified asphalt can be subjected to compound integrated modification treatment again; in the fourth step, the waste asphalt mixture and the composite modified regenerant are stirred, so that the waste asphalt mixture can be subjected to composite modified regeneration treatment; mixing the materials prepared in the fifth step to prepare the reclaimed asphalt material capable of resisting water damage; the contact effect of the nanometer components in the material and other components can be effectively enhanced, and the self performance of the asphalt reclaimed material is further improved, so that the water damage resistance of the asphalt reclaimed material is improved, and the durability of the pavement is ensured.

Detailed Description

The following will clearly and completely describe the technical solutions in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.

Example 1:

the invention provides a water damage resistant asphalt reclaimed material, which comprises the following components in percentage by weight: 4.10% of modified asphalt, 34.50% of waste asphalt mixture, 5.84% of regenerant and 55.56% of aggregate; the aggregate comprises the following components in percentage by weight: 2.56% of mordenite molecular sieve, 2.68% of nano silicon carbide, 2.21% of hydrogel and 92.55% of basalt composite material;

the basalt composite material comprises a basalt fine material and a basalt coarse material, and the basalt fine material and the basalt coarse material are in a weight ratio of: 1: 1, wherein the regenerant comprises a surfactant and a light component regenerant;

the invention also provides a preparation method of the asphalt reclaimed material capable of resisting water damage, which comprises the following specific preparation steps:

the method comprises the following steps: weighing modified asphalt, waste asphalt mixture, regenerant and aggregate according to the weight percentage;

step two: adding one half of the mordenite molecular sieve, the nano silicon carbide and the hydrogel in the aggregate in the step one into a regenerant by weight, and carrying out ultrasonic oscillation treatment for 1.5-2.5 h and heating treatment simultaneously to obtain a composite modified regenerant;

step three: mixing and stirring the modified asphalt in the step one and the residual aggregate materials in the step one for 3.5-4.5 min, and simultaneously heating at 100-130 ℃ in the mixing and stirring process to obtain an asphalt mixture;

step four: heating the waste asphalt mixture in the step one to 150-170 ℃, and then adding the composite modified regenerant prepared in the step two to perform mechanical stirring treatment for 5.5-6.5 min to obtain a regenerated asphalt mixture;

step five: and (3) preheating the asphalt mixture prepared in the third step and the recycled asphalt mixture prepared in the fourth step, and heating the asphalt mixture and the recycled asphalt mixture to 195-205 ℃, mixing and stirring for 45-55 s to obtain the reclaimed asphalt capable of resisting water damage.

And the frequency of the ultrasonic wave in the second step is 1.5-1.8 MHz.

Ultrasonic vibration treatment for 1.5h in step two, mixing and stirring at 100 deg.C for 3.5min in step three, mechanical stirring at 150 deg.C for 5.5min in step four, and mixing and stirring at 195 deg.C for 45s in step five.

Example 2:

different from the embodiment 1, the material comprises the following components in percentage by weight: 5.00 percent of modified asphalt, 35.70 percent of waste asphalt mixture, 6.26 percent of regenerant and 53.04 percent of aggregate; the aggregate comprises the following components in percentage by weight: 2.84% of mordenite molecular sieve, 2.92% of nano silicon carbide, 2.51% of hydrogel and 91.73% of basalt composite material.

Example 3:

different from the examples 1-2, the material comprises the following components in percentage by weight: 4.55 percent of modified asphalt, 35.10 percent of waste asphalt mixture, 6.05 percent of regenerant and 54.30 percent of aggregate; the aggregate comprises the following components in percentage by weight: 2.70% of mordenite molecular sieve, 2.80% of nano silicon carbide, 2.36% of hydrogel and 92.14% of basalt composite material.

The asphalt reclaimed materials prepared in the above examples 1-3 and the asphalt reclaimed material of the first control group, the asphalt reclaimed material of the second control group, the asphalt reclaimed material of the third control group and the asphalt reclaimed material of the fourth control group are respectively taken, the asphalt reclaimed material of the first control group is a common asphalt reclaimed material on the market, the asphalt reclaimed material of the second control group has no mordenite molecular sieve compared with the examples, the asphalt reclaimed material of the third control group has no nano silicon carbide compared with the examples, the asphalt reclaimed material of the fourth control group has no hydrogel compared with the examples, the asphalt reclaimed materials prepared in the three examples and the asphalt reclaimed materials of the four control groups which can resist water damage are respectively tested in seven groups, each 30 samples are taken as one group, and the test results are shown in the following table one:

table one:

as can be seen from Table I, when the asphalt reclaimed material capable of resisting water damage is prepared from the following raw materials in percentage by weight: comprises the following components in percentage by weight: 4.55 percent of modified asphalt, 35.10 percent of waste asphalt mixture, 6.05 percent of regenerant and 54.30 percent of aggregate; the aggregate comprises the following components in percentage by weight: 2.70 percent of mordenite molecular sieve, 2.80 percent of nano silicon carbide, 2.36 percent of hydrogel and 92.14 percent of basalt composite material, the water damage resistance of the asphalt reclaimed material capable of resisting water damage can be effectively improved, the stability of the asphalt reclaimed material at low temperature is ensured, the durability of the pavement is improved, and the water damage is reduced; therefore, the embodiment 3 is a better implementation mode of the invention, and the mixture of the waste asphalt and the 6.05 percent of the regenerant are doped in the formula, so that the water damage resistance of the asphalt reclaimed material can be effectively improved, and the low temperature resistance of the asphalt reclaimed material is ensured; the mordenite molecular sieve is used in the aggregate, a plurality of straight cylindrical pores are formed in the crystals of the mordenite, wherein the straight cylindrical pores with the largest diameter are straight cylindrical pores consisting of twelve-membered rings, namely main pore channels of the mordenite, the cross sections of the straight cylindrical pores are elliptical, the straight cylindrical pores are twisted to a certain degree, layers are not overlapped in a right direction but have a certain displacement, small pore channels are arranged among the main pore channels of the mordenite, but the small pore channels have small pore diameters, so that common molecules are not easy to enter and exit in the main pore channels, the mordenite has high silicon-aluminum ratio and more five-membered rings, so that the acid resistance and the thermal stability are particularly high, the mordenite molecular sieve can effectively ensure the stability of the reclaimed asphalt, and simultaneously, water flow can quickly pass through an asphalt pavement to reduce water residue; the nano silicon carbide has high purity, small particle size distribution range and high specific surface area; the nano silicon carbide has stable chemical properties, high heat conductivity coefficient, small thermal expansion coefficient and high hardness, and the nano silicon carbide powder has good compatibility and dispersibility in the polymer composite material and good binding property with a matrix, can effectively enhance the compactness of the regenerated asphalt material and can effectively enhance the heat resistance, wear resistance and stability of the regenerated asphalt material; the hydrogel is a very hydrophilic three-dimensional network structure gel, can be quickly swelled in water and can keep a large volume of water but not dissolve in the swelled state, the water content in the hydrogel can be as low as several percent and can also be as high as 99 percent, the hydrogel can effectively enhance the moisture retention performance of the asphalt reclaimed material, the dust removal performance of the asphalt pavement can be effectively improved, the safety performance is better, the hydrogel can not adsorb water liquid after being saturated by water, the automatic cleaning treatment of the asphalt pavement can be realized, and the durability of the pavement can be further effectively improved.

Example 4

In the above preferred technical solution, the present invention provides a reclaimed asphalt material with water damage resistance, which comprises the following components by weight: 4.55 percent of modified asphalt, 35.10 percent of waste asphalt mixture, 6.05 percent of regenerant and 54.30 percent of aggregate; the aggregate comprises the following components in percentage by weight: 2.70% of mordenite molecular sieve, 2.80% of nano silicon carbide, 2.36% of hydrogel and 92.14% of basalt composite material.

The basalt composite material comprises a basalt fine material and a basalt coarse material, and the basalt fine material and the basalt coarse material are in a weight ratio of: 1: 1, and the regenerant comprises a surfactant and a light component regenerant.

The invention also provides a preparation method of the asphalt reclaimed material capable of resisting water damage, which comprises the following specific preparation steps:

the method comprises the following steps: weighing modified asphalt, waste asphalt mixture, regenerant and aggregate according to the weight percentage;

step two: adding one half of the mordenite molecular sieve, the nano silicon carbide and the hydrogel in the aggregate in the step one into a regenerant by weight, and carrying out ultrasonic oscillation treatment for 1.5-2.5 h and heating treatment simultaneously to obtain a composite modified regenerant;

step three: mixing and stirring the modified asphalt in the step one and the residual aggregate materials in the step one for 3.5-4.5 min, and simultaneously heating at 100-130 ℃ in the mixing and stirring process to obtain an asphalt mixture;

step four: heating the waste asphalt mixture in the step one to 150-170 ℃, and then adding the composite modified regenerant prepared in the step two to perform mechanical stirring treatment for 5.5-6.5 min to obtain a regenerated asphalt mixture;

step five: and (3) preheating the asphalt mixture prepared in the third step and the recycled asphalt mixture prepared in the fourth step, and heating the asphalt mixture and the recycled asphalt mixture to 195-205 ℃, mixing and stirring for 45-55 s to obtain the reclaimed asphalt capable of resisting water damage.

And the frequency of the ultrasonic wave in the second step is 1.5-1.8 MHz.

Ultrasonic vibration treatment for 2.0h in step two, mixing and stirring at 115 deg.C for 4.0min in step three, mechanical stirring at 160 deg.C for 6.0min in step four, and mixing and stirring at 200 deg.C for 50s in step five.

Example 5

In contrast to example 4, in step two the ultrasonication was carried out for 2.5h, in step three the mixing and stirring was carried out at 130 ℃ for 4.5min, in step four the mechanical stirring was carried out at 170 ℃ for 6.5min and in step five the mixing and stirring was carried out at 205 ℃ for 55 s.

Example 6

In contrast to examples 4 to 5, in step two the ultrasonication was carried out for 1.5h, in step three the mixing and stirring was carried out at 100 ℃ for 3.5min, in step four the mechanical stirring was carried out at 150 ℃ for 5.5min and in step five the mixing and stirring was carried out at 195 ℃ for 45 s.

The water damage resistant asphalt reclaimed materials prepared in the above examples 4 to 6 were taken as the water damage resistant asphalt reclaimed material of the fifth control group, the water damage resistant asphalt reclaimed material of the sixth control group, the water damage resistant asphalt reclaimed material of the seventh control group and the water damage resistant asphalt reclaimed material of the eighth control group respectively for experiments, compared with the embodiment, the asphalt reclaimed material capable of resisting water damage of the control group five is directly and completely mixed with all raw materials, the water damage resistant bitumen reclaimed material of control group six was operated without step two compared to the example, the water damage resistant reclaimed asphalt for the control group seven was subjected to the mixing treatment of the previously prepared material and the remaining raw materials in step three directly as compared with the examples, compared with the embodiment, the asphalt reclaimed material capable of resisting water damage of the contrast group eight is prepared by directly adding the waste asphalt mixture and the composite modified regenerant into the reclaimed mixture prepared in the step three in the step four; the water damage resistant bituminous regrind prepared in the three examples and four control groups were tested in seven separate groups of 30 samples each, with the test results shown in table two:

table two:

as can be seen from table two, in the process of preparing the reclaimed asphalt material capable of resisting water damage, when the preparation method in the fourth embodiment is the preferred scheme of the present invention, in the second step, a part of the mordenite molecular sieve, the nano silicon carbide and the hydrogel in the aggregate are mixed with the regenerant for ultrasonic treatment, so that the composite modification treatment of the regenerant can be realized, and the composite modified regenerant is prepared; in the third step, the modified asphalt and the rest base materials are mixed and stirred, so that the modified asphalt can be subjected to compound integrated modification treatment again; in the fourth step, the waste asphalt mixture and the composite modified regenerant are stirred, so that the waste asphalt mixture can be subjected to composite modified regeneration treatment; mixing the materials prepared in the fifth step to prepare the reclaimed asphalt material capable of resisting water damage; the contact effect of the nanometer components in the material and other components can be effectively enhanced, and the self performance of the asphalt reclaimed material is further improved, so that the water damage resistance of the asphalt reclaimed material is improved, and the durability of the pavement is ensured.

It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.

Finally, it should be noted that: although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that changes may be made in the embodiments and/or equivalents thereof without departing from the spirit and scope of the invention. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.