CN111172777A - High polymer modified asphalt and waterproof coiled material as well as preparation method and application thereof - Google Patents

High polymer modified asphalt and waterproof coiled material as well as preparation method and application thereof Download PDF

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Publication number
CN111172777A
CN111172777A CN201911408564.8A CN201911408564A CN111172777A CN 111172777 A CN111172777 A CN 111172777A CN 201911408564 A CN201911408564 A CN 201911408564A CN 111172777 A CN111172777 A CN 111172777A
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asphalt
parts
sbs
modified asphalt
star
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Inventor
罗伟新
刘金景
吴士玮
马力军
刘国庆
齐桂杰
侯建伟
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Xuzhou Woniushan New Waterproof Materials Co ltd
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Xuzhou Woniushan New Waterproof Materials Co ltd
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Priority to CN201911408564.8A priority Critical patent/CN111172777A/en
Publication of CN111172777A publication Critical patent/CN111172777A/en
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    • D04BRAIDING; LACE-MAKING; KNITTING; TRIMMINGS; NON-WOVEN FABRICS
    • D04HMAKING TEXTILE FABRICS, e.g. FROM FIBRES OR FILAMENTARY MATERIAL; FABRICS MADE BY SUCH PROCESSES OR APPARATUS, e.g. FELTS, NON-WOVEN FABRICS; COTTON-WOOL; WADDING ; NON-WOVEN FABRICS FROM STAPLE FIBRES, FILAMENTS OR YARNS, BONDED WITH AT LEAST ONE WEB-LIKE MATERIAL DURING THEIR CONSOLIDATION
    • D04H1/00Non-woven fabrics formed wholly or mainly of staple fibres or like relatively short fibres
    • D04H1/40Non-woven fabrics formed wholly or mainly of staple fibres or like relatively short fibres from fleeces or layers composed of fibres without existing or potential cohesive properties
    • D04H1/42Non-woven fabrics formed wholly or mainly of staple fibres or like relatively short fibres from fleeces or layers composed of fibres without existing or potential cohesive properties characterised by the use of certain kinds of fibres insofar as this use has no preponderant influence on the consolidation of the fleece
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    • D04H1/00Non-woven fabrics formed wholly or mainly of staple fibres or like relatively short fibres
    • D04H1/40Non-woven fabrics formed wholly or mainly of staple fibres or like relatively short fibres from fleeces or layers composed of fibres without existing or potential cohesive properties
    • D04H1/44Non-woven fabrics formed wholly or mainly of staple fibres or like relatively short fibres from fleeces or layers composed of fibres without existing or potential cohesive properties the fleeces or layers being consolidated by mechanical means, e.g. by rolling
    • D04H1/46Non-woven fabrics formed wholly or mainly of staple fibres or like relatively short fibres from fleeces or layers composed of fibres without existing or potential cohesive properties the fleeces or layers being consolidated by mechanical means, e.g. by rolling by needling or like operations to cause entanglement of fibres
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    • D06N3/0002Artificial leather, oilcloth or other material obtained by covering fibrous webs with macromolecular material, e.g. resins, rubber or derivatives thereof characterised by the substrate
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    • D06N3/0061Organic fillers or organic fibrous fillers, e.g. ground leather waste, wood bark, cork powder, vegetable flour; Other organic compounding ingredients; Post-treatment with organic compounds
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    • D06N3/186Artificial leather, oilcloth or other material obtained by covering fibrous webs with macromolecular material, e.g. resins, rubber or derivatives thereof with two layers of different macromolecular materials one of the layers is on one surface of the fibrous web and the other layer is on the other surface of the fibrous web
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Abstract

The invention belongs to the field of materials, and particularly relates to high polymer modified asphalt, a waterproof coiled material, and preparation methods and applications thereof. The petroleum asphalt and the natural rock asphalt are selected and used in a compounding way, and the blended SBS is used as the modifier, so that the prepared modified asphalt has the characteristics of high tensile strength and high elongation, and strong adaptability to base shrinkage, deformation and cracking. The waterproof coiled material prepared by compounding the modified asphalt with the glass fiber reinforced polyester tire, the polyester composite polyester tire and the steel wire reinforced polyester tire has good anti-crushing property, anti-rolling property and thermal dimensional stability, has strong anti-permanent deformation capability in the high-temperature heavy-load operation process, is particularly suitable for bridge deck engineering of related projects of railway construction, and is simple and rapid in construction.

Description

High polymer modified asphalt and waterproof coiled material as well as preparation method and application thereof
Technical Field
The invention belongs to the field of materials, and particularly relates to high polymer modified asphalt, a waterproof coiled material, and preparation methods and applications thereof.
Background
As one of the national key project construction waterproof materials, the modified asphalt waterproof coiled material special for the railway bridges and culverts plays an important role in railway waterproof construction.
At present, most of waterproof coiled materials used in the market are modified asphalt waterproof coiled materials special for common railway bridges and culverts, and on one hand, the material strength cannot meet the repeated rolling force in the high-temperature heavy-load operation process of railway bridge floors; on the other hand, the tear resistance of the material is poor, and the crushing force of the material generated by the environment or other factors cannot be resisted; in the third aspect, the material produced by the polyester tire has poor dimensional stability, and the short side is easy to shrink after hot melting construction; in the fourth aspect, the durability of the material is poor, and the waterproof service life requirement of railway construction cannot be met. Therefore, it is urgently needed to develop a waterproof roll material which can ensure that the waterproof roll material has certain crushing resistance and crushing resistance, can ensure that the material has excellent aging resistance, has good dimensional stability, and can ensure that short-edge shrinkage does not occur along with the lapse of time or the change of environmental temperature difference after the hot melting construction of the material is completed.
Disclosure of Invention
The invention aims to provide a high polymer modified asphalt, a waterproof coiled material, a preparation method and application thereof.
In order to achieve the above object, a first aspect of the present invention provides a polymer-modified asphalt comprising: 40-50 parts of petroleum asphalt, 10-15 parts of natural rock asphalt, 18-20 parts of blended SBS, 5-8 parts of polyethylene wax, 3-5 parts of reinforcing agent, 3-5 parts of viscosity reducer, 3-5 parts of anti-aging agent and 5-15 parts of inorganic filler;
wherein the blended SBS comprises 0.8-1.2 parts by weight of star-shaped SBS with the molecular weight of 10-13 w, 0.8-1.2 parts by weight of star-shaped SBS with the molecular weight of 14-16 w, 0.8-1.2 parts by weight of star-shaped SBS with the molecular weight of 17-19 w, 0.8-1.2 parts by weight of star-shaped SBS with the molecular weight of 20-22 w and 0.8-1.2 parts by weight of star-shaped SBS with the molecular weight of 23-25 w.
According to the invention, the petroleum asphalt and the natural rock asphalt are selected for compounding, and in order to further improve the high temperature resistance of the modified asphalt, and simultaneously make full use of the high nitrogen content of the natural rock asphalt, the asphalt has high resistance to free oxidation radicals, so that the anti-aging performance of the modified asphalt is effectively improved, and preferably, the petroleum asphalt is AH-90 petroleum asphalt; the natural rock asphalt is Buton rock asphalt;
in order to improve the compatibility and thermal stability of the modifier in the modified asphalt, star-shaped SBS with different molecular weights is mixed and granulated for the second time to prepare blended SBS, preferably, the content of styrene in the star-shaped SBS is 40-50 wt%, the volatile matter is less than or equal to 0.4%, the melt flow rate is not higher than 0.5g/10min, the 300% definite tensile force is not less than 3.5MPa, the tensile strength is not less than 24MPa, the elongation at break is not less than 750%, the permanent deformation at break is not more than 40%, and the hardness is not less than 85; the star SBS is SBS 4402.
According to the present invention, preferably, the reinforcing agent is carbon black; the viscosity reducer is lignosulfonate; the anti-aging agent is nano CeO2(ii) a The inorganic filler is coal gangue powder. The coal gangue powder is solid waste discharged in the coal mining or coal dressing process, is processed into powder and can be used as modified asphalt filler, preferably, the particle size of the coal gangue powder is 160-300 meshes, and the coal gangue powder is applied to the application, so that waste recycling can be realized, and the environment-friendly effect is achieved.
The second aspect of the present invention provides a method for preparing the above polymer modified asphalt, comprising:
1) mixing and shearing star SBS with molecular weight of 10-13 w, 14-16 w, 17-19 w, 20-22 w and 23-25 w, extruding and granulating to prepare blended SBS;
2) mixing and swelling the blended SBS, the polyethylene wax, the petroleum asphalt and the natural rock asphalt at 175-185 ℃ to obtain a first mixture;
3) and uniformly mixing the first mixture with a reinforcing agent, a viscosity reducer, an anti-aging agent and an inorganic filler at 160-170 ℃ to obtain the high polymer modified asphalt.
According to the invention, preferably, in the step (1), star SBS with molecular weight of 10-13 w, 14-16 w, 17-19 w, 20-22 w and 23-25 w is mixed, and then is sheared at high speed of 6500-8000 r/min for 50-60 min, and then is extruded by a screw extruder and a granulator for granulation to prepare the blended SBS.
A third aspect of the present invention provides a waterproof roll, comprising in this order: the upper surface isolation layer, the upper surface asphalt coating layer, the reinforcement layer, the lower surface asphalt coating layer and the lower surface isolation layer; wherein the asphalt coating layer comprises the high polymer modified asphalt.
In the present invention, the method for preparing the waterproof roll is not particularly limited, and those skilled in the art can prepare the waterproof roll by referring to the prior art, for example, the waterproof roll can be prepared by coating the polymer modified asphalt on the upper surface and the lower surface of the reinforcement layer respectively, sequentially or simultaneously, spreading the isolation material, cooling and shaping, and rolling.
According to the invention, the isolation materials of the upper and lower cladding isolation layers are preferably quartz sand, and the particle size of the quartz sand is more preferably 40-80 meshes.
In the present invention, preferably, the reinforcement layer is at least one of a glass fiber reinforced polyester tire, a polyester composite polyester tire, and a steel wire reinforced polyester tire. The glass fiber reinforced polyester tire preferably adopts double-layer polyester lapping, and the amount of polyester fiber in each layer is 60-70 g/m2A plurality of alkali-free glasses are arranged between the two layers of polyester lapping netsThe fiber spinneret, alkali-free glass fiber spinneret can set up the quantity and the reinforced direction that the spinneret used according to the user demand. The preparation process of the glass fiber reinforced polyester tire body comprises the steps of laying a layer of polyester fiber, laying middle-layer glass fiber yarns, laying two layers of polyester fiber, and then carrying out needling setting, heat setting, gum dipping setting, drying and rolling. The polyester composite polyester tire is preferably prepared by the similar procedures, except that a polyester cross-swing process is used for lapping between two layers of polyester lapping, and the polyester amount is preferably controlled to be 20-30 g/m2And obtaining the terylene composite polyester tire. The preparation process of the steel wire reinforced polyester tire is also approximately the same as that of the prior art, and the difference is that a plurality of red copper steel wires are laid in the middle area of the polyester fiber layer-by-layer lapping which is parallel to the longitudinal direction and is 80-120 mm away from the edge of the tire base after the polyester fiber layer-by-layer lapping, the red copper steel wires adopt the red copper steel wires with the diameter not more than 0.1mm, then two layers of polyester fibers are laid, and then the steel wire reinforced polyester tire is prepared by needling shaping, heat shaping, gum dipping shaping, drying and rolling.
According to the invention, the thickness of the waterproof coiled material is preferably 4-5 mm.
The invention provides an application of the waterproof roll material on railway bridges and culverts.
The petroleum asphalt and the natural rock asphalt are selected and used in a compounding way, and the blended SBS is used as the modifier, so that the prepared modified asphalt has the characteristics of high tensile strength and high elongation, and strong adaptability to base shrinkage, deformation and cracking. The waterproof coiled material prepared by compounding the modified asphalt with the glass fiber reinforced polyester tire, the polyester composite polyester tire and the steel wire reinforced polyester tire has good anti-crushing property, anti-rolling property and thermal dimensional stability, has strong anti-permanent deformation capability in the high-temperature heavy-load operation process, is particularly suitable for bridge deck engineering of related projects of railway construction, and is simple and rapid in construction.
Additional features and advantages of the invention will be set forth in the detailed description which follows.
Detailed Description
Preferred embodiments of the present invention will be described in more detail below. While the following describes preferred embodiments of the present invention, it should be understood that the present invention may be embodied in various forms and should not be limited by the embodiments set forth herein.
The material information in the following examples of the invention is as follows:
petroleum asphalt: petroleum asphalt for AH-90 heavy traffic roads is purchased from Qinhuang island refinery of China Petroleum;
natural rock asphalt: buton rock bitumen, produced in Sula wessic, Indonesia, south Pacific, purchased from Beijing Tian and from commercial GmbH;
polyethylene wax: the low-molecular polyethylene wax with the melting point of 100-128 ℃ is purchased from basf;
reinforcing agent: n330 high abrasion-resistant carbon black, available from Technology Co., Ltd of New Tianjin Zhengning Material;
viscosity reducer: lignosulfonate, purchased from the chemical industry, janun permanent red;
anti-aging agent: anti-aging agent nanometer CeO special for asphalt2Purchased from suzhou zirconium nano materials ltd;
inorganic filler: 160-300 meshes of coal gangue powder purchased from a processing plant of Xinfu mineral products, Ling shou county;
SBS 4402: the material is purchased from Yueyang branches of China petrochemical industry, the S/B mass ratio is 40/60, the volatile matter is less than or equal to 0.4 percent, the melt flow rate is not higher than 0.5g/10min, the 300 percent definite tensile force is not less than 3.5MPa, the tensile strength is not less than 24MPa, the elongation at break is not less than 750 percent, the permanent deformation at break is not more than 40 percent, and the hardness (Share A) is not less than 85;
separation material of waterproof coiled material upper and lower negative isolation layers: the quartz sand of 40-80 meshes is purchased from Hongyou quartz products, Inc. in Donghai county.
Glass fiber reinforced polyester tire: 5-10 alkali-free glass fiber spinneret tubes are arranged in the middle of the double-layer polyester lapping, wherein the amount of polyester fibers of each layer of polyester lapping is 60-70 g/m2. Laying a middle layer of alkali-free glass fiber spinneret after lapping a polyester fiber layer, laying two layers of polyester fibers, performing needle punching setting, heat setting, gum dipping setting, drying and rolling to prepare a glass fiber reinforced polyester tire with the gram weight specification of 220g/m2
Polyester composite polyester tire: laying polyester fibers between the two layers of polyester lapping, wherein the polyester fiber amount of each layer of polyester lapping is 60-70 g/m2The polyester content is 20-30 g/m2. Specifically, polyester fiber is first lapped and then lapped by adopting a polyester cross-swinging process, then two layers of polyester fiber are paved, and then the polyester fiber is made into a polyester composite polyester tire through needle punching setting, heat setting, gum dipping setting, drying and rolling, wherein the gram weight specification of the composite polyester tire is 230g/m2
Steel wire reinforced polyester tire: 5-10 red copper steel wires with the diameter not more than 0.1mm are laid in the middle of the double-layer polyester lapping, wherein the polyester fiber amount of each layer of polyester lapping is 60-70 g/m2. After one layer of polyester fiber is laid, red copper steel wires are laid in the middle area of the polyester fiber net which is parallel to the longitudinal direction and is 100mm away from the edge of the tire base, then two layers of polyester fiber are laid, and then the steel wire reinforced polyester tire is manufactured by needle punching setting, heat setting, gum dipping setting, drying and rolling, wherein the gram weight specification of the steel wire reinforced polyester tire is 260g/m2
Example 1
Preparing high polymer modified asphalt:
1) the SBS4402 modifier with the molecular weight of 10-13 w, 14-16 w, 17-19 w, 20-22 w and 23-25 w respectively is prepared from the following components in parts by weight of 1: 1: 1: 1: feeding materials according to the proportion of 1 into a stirring cylinder, stirring for 20-30 min, conveying the materials to a shearing bin, carrying out high-speed shearing for 50-60 min at the speed of 7200 r/min, and preparing the materials into the novel particle type SBS (styrene butadiene styrene) blend through a screw extruder and a granulator after the high-speed shearing is finished.
2) Adding 18 parts of blended SBS and 6 parts of polyethylene wax into 40 parts of AH-90 asphalt and 10 parts of natural rock asphalt at 175-185 ℃, maintaining the temperature at 175-185 ℃, cooling after the modifier is completely swelled, adding 3 parts of N330 high-abrasion-resistance carbon black, 4 parts of asphalt viscosity reducer RS-042 and 4 parts of anti-aging agent HMD when the temperature is reduced to 160-170 ℃, maintaining the temperature at 160-170 ℃, adding 15 parts of 200-mesh coal gangue powder after the carbon black, the viscosity reducer and the anti-aging agent are completely dissolved, and uniformly stirring to obtain the high polymer modified asphalt.
Preparing a waterproof roll:
and (3) discharging the prepared high polymer modified asphalt at 180 ℃, coating the discharged high polymer modified asphalt on the upper surface and the lower surface of the impregnated and extruded glass fiber reinforced polyester base, then respectively spreading quartz sand of 40-80 meshes on the upper surface and the lower surface, cooling, shaping and rolling to obtain the high polymer modified asphalt waterproof coiled material.
Example 2
The difference from example 1 is that:
in the step (2) of preparing the high polymer modified asphalt, 19 parts of blended SBS and 5 parts of polyethylene wax are added into 40 parts of AH90 asphalt and 12 parts of natural rock asphalt at 175-185 ℃, then the temperature is maintained at 175-185 ℃, the temperature is reduced after the modifiers are completely swelled, when the temperature is reduced to 160-170 ℃, 3 parts of N330 high wear-resistant carbon black, 4 parts of asphalt viscosity reducer RS-042 and 4 parts of anti-aging agent are added, the temperature is maintained at 160-170 ℃, and after the carbon black, the viscosity reducer and the anti-aging agent are completely dissolved, 13 parts of 200-mesh coal gangue powder is added and uniformly stirred to obtain the high polymer modified asphalt.
Example 3
The difference from example 1 is that:
in the step (2) of preparing the high polymer modified asphalt, 19 parts of blended SBS and 6 parts of polyethylene wax are added into 42 parts of AH90 asphalt and 12 parts of natural rock asphalt at 175-185 ℃, then the temperature is maintained at 175-185 ℃, the temperature is reduced after the modifiers are completely swelled, when the temperature is reduced to 160-170 ℃, 3 parts of N330 high wear-resistant carbon black, 3 parts of asphalt viscosity reducer RS-042 and 3 parts of anti-aging agent are added, the temperature is maintained at 160-170 ℃, and after the carbon black, the viscosity reducer and the anti-aging agent are completely dissolved, 12 parts of 200-mesh coal gangue powder is added and uniformly stirred to obtain the high polymer modified asphalt.
Example 4
The difference from example 1 is that:
in the step (2) of preparing the high polymer modified asphalt, 20 parts of blended SBS and 5 parts of polyethylene wax are added into 40 parts of AH90 asphalt and 15 parts of natural rock asphalt at 175-185 ℃, then the temperature is maintained at 175-185 ℃, the temperature is reduced after the modifiers are completely swelled, when the temperature is reduced to 160-170 ℃, 3 parts of N330 high wear-resistant carbon black, 5 parts of asphalt viscosity reducer RS-042 and 3 parts of anti-aging agent are added, the temperature is maintained at 160-170 ℃, and after the carbon black, the viscosity reducer and the anti-aging agent are completely dissolved, 9 parts of 200-mesh coal gangue powder is added and uniformly stirred to obtain the high polymer modified asphalt.
Example 5
The difference from example 1 is that:
in the step (2) of preparing the high polymer modified asphalt, 20 parts of blended SBS and 5 parts of polyethylene wax are added into 45 parts of AH90 asphalt and 14 parts of natural rock asphalt at 175-185 ℃, then the temperature is maintained at 175-185 ℃, the temperature is reduced after the modifiers are completely swelled, when the temperature is reduced to 160-170 ℃, 3 parts of N330 high wear-resistant carbon black, 3 parts of asphalt viscosity reducer RS-042 and 5 parts of anti-aging agent are added, the temperature is maintained at 160-170 ℃, and after the carbon black, the viscosity reducer and the anti-aging agent are completely dissolved, 5 parts of 200-mesh coal gangue powder is added and uniformly stirred to obtain the high polymer modified asphalt.
Example 6
The difference from example 1 is that:
in the preparation of the waterproof coiled material, the high polymer modified asphalt prepared in the embodiment 1 is discharged at 180 ℃ and coated on the upper surface and the lower surface of the impregnated and extruded terylene composite polyester base, then quartz sand with 40-80 meshes is respectively spread on the upper surface and the lower surface, and the high polymer modified asphalt waterproof coiled material is prepared by cooling, shaping and rolling.
Example 7
The difference from example 1 is that:
in the preparation of the waterproof coiled material, the high polymer modified asphalt prepared in the embodiment 1 is discharged at 180 ℃ and coated on the upper surface and the lower surface of the dipped and extruded steel wire reinforced polyester base, then quartz sand of 40-80 meshes is respectively spread on the upper surface and the lower surface, and the high polymer modified asphalt waterproof coiled material is prepared by cooling, shaping and rolling.
Comparative example 1
The difference from example 1 is that:
in the preparation of the waterproof roll, the high polymer modified asphalt prepared in example 1 is discharged at 180 ℃ and coated on310g/m of impregnation and squeezing2And respectively spreading 40-80 mesh quartz sand on the upper surface and the lower surface of the long-fiber polyester base, cooling, shaping and rolling to obtain the high polymer modified asphalt waterproof coiled material.
The waterproofing membranes obtained in examples 1 to 7 and comparative example 1 were subjected to a test in which the low temperature flexibility was evaluated with reference to GB/T328.14; the tear strength was evaluated according to GB 18242-2008 test method with reference to TB/T2965-2018 and artificially accelerated weathering, and the results are shown in Table 1.
TABLE 1
Figure BDA0002349351560000081
Figure BDA0002349351560000091
From the table 1, the waterproof roll prepared by the invention has good damage resistance, rolling resistance and thermal dimensional stability, and strong permanent deformation resistance in the high-temperature heavy-load operation process, particularly, the waterproof roll prepared by the polyester composite polyester tire can effectively improve the nail stem tear strength and tear strength of the roll, and the tear strength of the waterproof roll prepared by the steel wire reinforced polyester tire is increased linearly.
In order to more exactly show the low temperature damage resistance of the roll in the environment where it is actually used, the following two low temperature tests were performed on the waterproof rolls prepared in examples 1 to 7 and comparative example 1.
(1) Fatigue resistance test
The fatigue resistance detected according to the 6.20 seam deformability part of JC/T975-2005 was tested by replacing the coating waterproof layer (waterproof system) in the standard with a high polymer modified waterproof asphalt coiled material by a hot melting method and testing was carried out at-35 ℃. And (3) evaluating results, wherein the base fracture, the asphalt coating layer fracture and the hole appear in the test process, the edge crack is larger than 10mm, namely the damage is determined, if the test time is 10000 times, the test piece is damaged, and if the waterproof system is not damaged after the test time is 10000 times, the damage is determined.
(2) Dimensional change rate test
The thermal dimensional stability of the high polymer modified asphalt waterproof coiled material is measured according to the GBT 328.12 test method.
The results of the above tests are shown in table 2:
TABLE 2
Numbering Fatigue resistance/-35 ℃ C Rate of change in dimension/%)
Example 1 Is not destroyed 0.15%
Example 2 Is not destroyed 0.12%
Example 3 Is not destroyed 0.15%
Example 4 Is not destroyed 0.20%
Example 5 Is not destroyed 0.16%
Example 6 Is not destroyed 0.10%
Example 7 Is not destroyed 0
Comparative example 1 Destruction of 0.55%
As is clear from Table 2, the fatigue resistance of the waterproof roll prepared by the present invention was substantially improved at-35 ℃ as compared with comparative example 1. Combining the data in tables 1 and 2, it can be seen that the waterproof roll prepared by the invention is more common in the aspect of dimensional stability than the national standard requirement of 310g/m2The base of the steel wire reinforced polyester tire is obviously improved, the size of the steel wire reinforced polyester tire is almost unchanged, and the mechanical damage resistance of the material can be obviously improved.
Having described embodiments of the present invention, the foregoing description is intended to be exemplary, not exhaustive, and not limited to the embodiments disclosed. Many modifications and variations will be apparent to those of ordinary skill in the art without departing from the scope and spirit of the described embodiments.

Claims (10)

1. A polymer-modified asphalt, comprising: 40-50 parts of petroleum asphalt, 10-15 parts of natural rock asphalt, 18-20 parts of blended SBS, 5-8 parts of polyethylene wax, 3-5 parts of reinforcing agent, 3-5 parts of viscosity reducer, 3-5 parts of anti-aging agent and 5-15 parts of inorganic filler;
wherein the blended SBS comprises 0.8-1.2 parts by weight of star-shaped SBS with the molecular weight of 10-13 w, 0.8-1.2 parts by weight of star-shaped SBS with the molecular weight of 14-16 w, 0.8-1.2 parts by weight of star-shaped SBS with the molecular weight of 17-19 w, 0.8-1.2 parts by weight of star-shaped SBS with the molecular weight of 20-22 w and 0.8-1.2 parts by weight of star-shaped SBS with the molecular weight of 23-25 w.
2. The polymer modified asphalt of claim 1, wherein the styrene content of the star SBS is 40-50 wt%, the volatile matter is less than or equal to 0.4%, the melt flow rate is not higher than 0.5g/10min, the 300% tensile strength is not less than 3.5MPa, the tensile strength is not less than 24MPa, the elongation at break is not less than 750%, the permanent deformation at break is not more than 40%, and the hardness is not less than 85%; the star SBS is SBS 4402.
3. The polymer-modified asphalt of claim 1, wherein the petroleum asphalt is AH-90 petroleum asphalt; the natural rock asphalt is Buton rock asphalt; the polyethylene wax is low-molecular polyethylene wax, and preferably, the melting point of the low-molecular polyethylene wax is 100-1285 ℃; the reinforcing agent is carbon black; the viscosity reducer is lignosulfonate; the anti-aging agent is nano CeO2The inorganic filler is coal gangue powder, and the particle size of the coal gangue powder is 160-300 meshes.
4. The method for producing the polymer-modified asphalt according to any one of claims 1 to 3, wherein the method comprises:
1) mixing and shearing star SBS with molecular weight of 10-13 w, 14-16 w, 17-19 w, 20-22 w and 23-25 w, extruding and granulating to prepare blended SBS;
2) mixing and swelling the blended SBS, the polyethylene wax, the petroleum asphalt and the natural rock asphalt at 175-185 ℃ to obtain a first mixture;
3) and uniformly mixing the first mixture with a reinforcing agent, a viscosity reducer, an anti-aging agent and an inorganic filler at 160-170 ℃ to obtain the high polymer modified asphalt.
5. The preparation method according to claim 4, wherein the star SBS with the molecular weight of 10-13 w, 14-16 w, 17-19 w, 20-22 w and 23-25 w is mixed, sheared at a high speed of 6500-8000 r/min for 50-60 min, extruded by a screw extruder and a granulator and granulated to obtain the blended SBS.
6. The utility model provides a waterproofing membrane, its characterized in that, waterproofing membrane includes in proper order: the upper surface isolation layer, the upper surface asphalt coating layer, the reinforcement layer, the lower surface asphalt coating layer and the lower surface isolation layer; wherein the asphalt coating layer comprises the polymer modified asphalt of any one of claims 1 to 3.
7. The waterproofing membrane according to claim 6, wherein the insulation material of the upper and lower facing insulation layers is quartz sand.
8. The waterproof roll according to claim 6, wherein the reinforcement layer is at least one of a glass fiber reinforced polyester carcass, a polyester composite polyester carcass, and a steel wire reinforced polyester carcass.
9. The waterproofing membrane according to any one of claims 6 to 8, wherein the waterproofing membrane has a thickness of 4 to 5 mm.
10. Use of a waterproofing membrane according to any one of claims 6 to 9 in railway bridges and culverts.
CN201911408564.8A 2019-12-31 2019-12-31 High polymer modified asphalt and waterproof coiled material as well as preparation method and application thereof Pending CN111172777A (en)

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