CN108752945A - High performance modified bitumen based on graphene and production method - Google Patents
High performance modified bitumen based on graphene and production method Download PDFInfo
- Publication number
- CN108752945A CN108752945A CN201810502895.7A CN201810502895A CN108752945A CN 108752945 A CN108752945 A CN 108752945A CN 201810502895 A CN201810502895 A CN 201810502895A CN 108752945 A CN108752945 A CN 108752945A
- Authority
- CN
- China
- Prior art keywords
- graphene
- quality
- high performance
- performance modified
- stearmide
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Classifications
-
- C—CHEMISTRY; METALLURGY
- C08—ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
- C08K—Use of inorganic or non-macromolecular organic substances as compounding ingredients
- C08K3/00—Use of inorganic substances as compounding ingredients
- C08K3/02—Elements
- C08K3/04—Carbon
- C08K3/042—Graphene or derivatives, e.g. graphene oxides
-
- C—CHEMISTRY; METALLURGY
- C08—ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
- C08K—Use of inorganic or non-macromolecular organic substances as compounding ingredients
- C08K5/00—Use of organic ingredients
- C08K5/16—Nitrogen-containing compounds
- C08K5/20—Carboxylic acid amides
Landscapes
- Chemical & Material Sciences (AREA)
- Health & Medical Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Medicinal Chemistry (AREA)
- Polymers & Plastics (AREA)
- Organic Chemistry (AREA)
- Working-Up Tar And Pitch (AREA)
- Carbon And Carbon Compounds (AREA)
Abstract
本发明提出了一种基于石墨烯的高性能改性沥青及制作方法,其中,高性能改性沥青由70#基质沥青、石墨烯和硬脂酰胺组成;70#基质沥青、石墨烯和硬脂酰胺的质量配比关系为:石墨烯的质量为70#基质沥青质量的20‰,硬脂酰胺的质量为石墨烯质量的1%。本发明的有益技术效果是:提出了一种适合于工业生产的基于石墨烯的高性能改性沥青及制作方法。The present invention proposes a graphene-based high-performance modified asphalt and a preparation method thereof, wherein the high-performance modified asphalt is composed of 70# matrix asphalt, graphene and stearamide; 70# matrix asphalt, graphene and stearic acid The mass ratio relationship of amides is as follows: the mass of graphene is 20‰ of the mass of 70# matrix pitch, and the mass of stearamide is 1% of the mass of graphene. The beneficial technical effects of the present invention are: a graphene-based high-performance modified asphalt suitable for industrial production and a production method are proposed.
Description
技术领域technical field
本发明涉及一种改性沥青制作技术,尤其涉及一种基于石墨烯的高性能改性沥青及制作方法。The invention relates to a modified asphalt production technology, in particular to a graphene-based high-performance modified asphalt and a production method.
背景技术Background technique
公路建设是衡量国民经济发展的重要指标,近年来我国公路建设取得了巨大发展,截止2014年底,我国公路总里程已突破445万公里,位居世界第一;在所有的公路建设里程中,沥青路面占据绝大部分,由于交通量增加、车辆大型化、车辆重载以及温差等因素的存在,沥青路面出现车辙、开裂等现象时有发生,导致沥青路面使用性能下降,因此交通行业对沥青路面的性能和品质提出了更高的要求,希望加快新材料、新技术的应用与创新,减少沥青路面早期破坏等病害。Highway construction is an important indicator to measure the development of the national economy. In recent years, my country's highway construction has made great progress. By the end of 2014, the total mileage of my country's highways had exceeded 4.45 million kilometers, ranking first in the world; among all highway construction mileage, asphalt The pavement occupies the vast majority. Due to factors such as increased traffic volume, large-scale vehicles, heavy vehicle loads, and temperature differences, rutting and cracking on the asphalt pavement may occur from time to time, resulting in a decline in the performance of the asphalt pavement. Higher requirements are put forward for the performance and quality of the asphalt pavement. It is hoped that the application and innovation of new materials and new technologies will be accelerated to reduce early damage to asphalt pavement and other diseases.
目前,对沥青路面改善助益最大的是SBS改性沥青的发展;实践表明,在基质沥青中添加SBS改性剂能够明显提高路面的高温稳定性、抗疲劳性能及温度敏感性;但在实际应用中,SBS改性沥青存在制备条件要求高、贮存不稳定(易分层、凝聚或离析)、拌和施工较困难等问题,导致沥青和沥青混合料的质量可控性欠佳,一定程度影响到沥青路面的性能。At present, the development of SBS modified asphalt is the most beneficial to the improvement of asphalt pavement; practice shows that adding SBS modifier to base asphalt can significantly improve the high temperature stability, fatigue resistance and temperature sensitivity of the pavement; but in practice In application, SBS modified asphalt has problems such as high requirements for preparation conditions, unstable storage (easy to delaminate, coagulate or segregate), and difficult mixing construction, which leads to poor controllability of the quality of asphalt and asphalt mixture, which affects to a certain extent performance on asphalt roads.
石墨烯是一种具有巨大比表面积和超强表面活性的纳米材料,试验证明,在沥青中添加石墨烯,能够对沥青的物理、化学性质产生特殊的作用,从而全面改善沥青性能;但是,在实际生产中,却无法直接在沥青中添加石墨烯:试验表明,当石墨烯的添加量达到一定程度时,石墨烯会出现严重的团聚问题,石墨烯无法在沥青中分散均匀,导致石墨烯无法对沥青起到改性效果。Graphene is a nano-material with huge specific surface area and super surface activity. Experiments have proved that adding graphene to asphalt can have a special effect on the physical and chemical properties of asphalt, thereby improving the performance of asphalt; however, in In actual production, it is impossible to directly add graphene to asphalt: experiments have shown that when the amount of graphene added reaches a certain level, graphene will have serious agglomeration problems, and graphene cannot be dispersed evenly in asphalt, resulting in graphene being unable to It can modify asphalt.
发明内容Contents of the invention
为解决背景技术中的问题,发明人采用了多种表面活性剂和基本溶剂(可与沥青混溶或易与沥青分离,以便观察石墨烯的分散效果)进行试验,最终找到了一种可将石墨烯分散均匀的表面活性剂-硬脂酰胺,其对应的基本溶剂为三氯乙烯;为确定沥青、表面活性剂和基本溶剂的最佳配比以及最佳工艺条件,发明人进行了如下的试验:In order to solve the problems in the background technology, the inventor has adopted multiple surfactants and basic solvents (can be miscible with asphalt or easily separated with asphalt, so as to observe the dispersion effect of graphene) to test, finally find a kind of Graphene is uniformly dispersed surfactant-stearamide, and its corresponding basic solvent is trichlorethylene; In order to determine the optimal proportioning and optimal process conditions of asphalt, surfactant and basic solvent, the inventor has carried out the following test:
1)采用均匀设计方法,使石墨烯掺量(石墨烯质量与70#基质沥青质量的比例)在2‰~20‰的范围变化、硬脂酰胺掺量(硬脂酰胺质量与石墨烯质量的比例)在1%~10%的范围变化、剪切速率在2000~6500转/分钟范围变化、剪切时间在30min~180min范围变化、剪切温度在110℃~150℃范围变化;试验设计的因素水平表如表1所示,均匀设计表如表2所示,实验安排如表3所示;1) Using the uniform design method, the amount of graphene (the ratio of the mass of graphene to the mass of 70# matrix pitch) is changed in the range of 2‰~20‰, and the amount of stearamide (the ratio of the mass of stearamide to the mass of graphene ratio) in the range of 1% to 10%, the shear rate in the range of 2000 to 6500 rpm, the shear time in the range of 30min to 180min, the shear temperature in the range of 110°C to 150°C; the experimental design The factor level table is shown in Table 1, the uniform design table is shown in Table 2, and the experimental arrangement is shown in Table 3;
表1Table 1
表2Table 2
表3table 3
各次试验得到的石墨烯改性沥青的性能指标如表4所示;The performance indexes of the graphene-modified asphalt obtained in each test are shown in Table 4;
表4Table 4
采用数理统计软件对试验数据进行分析,得到3组优化材料配方(即表5中的优化解)如表5所示;Adopt mathematical statistics software to analyze test data, obtain 3 groups of optimized material formulations (i.e. the optimized solution in Table 5) as shown in Table 5;
表5table 5
根据三组优化材料配方制备石墨烯改性沥青,得到的三组改性沥青的性能指标如表6所示;The graphene-modified asphalt was prepared according to the three groups of optimized material formulas, and the performance indexes of the three groups of modified asphalt obtained are shown in Table 6;
表6Table 6
由表6可见,相比于优化材料配方1和优化材料配方2,由优化材料配方3得到的石墨烯改性沥青的低温抗裂能力更加显著,故选取优化材料配方3作为最优材料配方;根据最优材料配方制得的石墨烯改性沥青与基质沥青的性能指标对比如表7所示;It can be seen from Table 6 that compared with optimized material formula 1 and optimized material formula 2, the low-temperature crack resistance of graphene-modified asphalt obtained from optimized material formula 3 is more significant, so optimized material formula 3 is selected as the optimal material formula; The comparison of the performance indexes of the graphene-modified asphalt and base asphalt prepared according to the optimal material formula is shown in Table 7;
表7Table 7
由表7可见,相比于基质沥青,根据最优材料配方制得的石墨烯改性沥青,其5℃延度做功(低温抗裂能力)提高了10.4倍、蠕变恢复率(延迟弹性恢复能力)提高了9.2倍,软化点(抗高温能力)升高了6.2℃,改性沥青性能得到了明显提升。It can be seen from Table 7 that compared with the base asphalt, the graphene-modified asphalt prepared according to the optimal material formula has 10.4 times the ductility work (low temperature crack resistance) at 5 °C and 10.4 times the creep recovery rate (delayed elastic recovery ability) increased by 9.2 times, the softening point (high temperature resistance ability) increased by 6.2°C, and the performance of modified asphalt has been significantly improved.
于是,本发明得出了如下的方案:Then, the present invention has drawn following scheme:
一种基于石墨烯的高性能改性沥青,其创新在于:所述高性能改性沥青由70#基质沥青、石墨烯和硬脂酰胺组成;70#基质沥青、石墨烯和硬脂酰胺的质量配比关系为:石墨烯的质量为70#基质沥青质量的20‰,硬脂酰胺的质量为石墨烯质量的1%。A graphene-based high-performance modified asphalt, its innovation is: the high-performance modified asphalt is composed of 70# base asphalt, graphene and stearamide; the quality of 70# base asphalt, graphene and stearamide The proportioning relationship is: the quality of graphene is 20‰ of the quality of 70# matrix pitch, and the quality of stearamide is 1% of the quality of graphene.
为使高性能改性沥青的性能指标更优,本发明还提出了如下的优选方案:所述石墨烯的比表面积为300~400m2/g,石墨烯的单层率大于80%,石墨烯的含碳量大于98.9%。In order to make the performance index of the high-performance modified asphalt better, the present invention also proposes the following preferred scheme: the specific surface area of the graphene is 300-400m2/ g , the single-layer ratio of the graphene is greater than 80%, and the graphene The carbon content is greater than 98.9%.
一种制备高性能改性沥青的方法,其创新在于:所述方法包括:A method for preparing high-performance modified asphalt, the innovation of which is that the method includes:
1)向硬脂酰胺中加入三氯乙烯至硬脂酰胺完全溶解,得到混合溶液;1) adding trichlorethylene to stearamide until the stearamide is completely dissolved to obtain a mixed solution;
2)在密闭状态下,对混合溶液进行1.5小时的超声震荡处理;2) In a closed state, the mixed solution was subjected to ultrasonic vibration treatment for 1.5 hours;
3)将混合溶液加入70#基质沥青中,然后在密闭环境下静置,直至混合溶液与70#基质沥青完全融合,得到混合物A;3) Add the mixed solution into the 70# base asphalt, and then let it stand in a closed environment until the mixed solution and the 70# base asphalt are completely fused to obtain the mixture A;
4)采用旋转蒸发仪对混合物A进行蒸发操作,将三氯乙烯从混合物A中蒸发掉,得到混合物B;蒸发操作的条件为:油浴温度110℃,旋转速度85~90转/分钟;4) Use a rotary evaporator to evaporate the mixture A, evaporate trichlorethylene from the mixture A to obtain the mixture B; the conditions for the evaporation operation are: oil bath temperature 110°C, rotation speed 85-90 rpm;
5)对混合物B进行剪切,得到高性能改性沥青;剪切速率6500转/分钟,剪切温度140℃,剪切时间180分钟;5) Shear the mixture B to obtain high-performance modified asphalt; the shear rate is 6500 rpm, the shear temperature is 140°C, and the shear time is 180 minutes;
前述方法中,石墨烯的质量为70#基质沥青质量的20‰,硬脂酰胺的质量为石墨烯质量的1%。In the foregoing method, the quality of graphene is 20‰ of the quality of 70# matrix pitch, and the quality of stearylamide is 1% of the quality of graphene.
采用本发明方案制作石墨烯改性沥青,可有效解决生产过程中出现的石墨烯团聚问题,使石墨烯能够均匀地分散在沥青中并起到相应的改性作用,特别适合石墨烯改性沥青的大量制作。Using the scheme of the present invention to produce graphene-modified asphalt can effectively solve the problem of graphene agglomeration in the production process, so that graphene can be evenly dispersed in the asphalt and play a corresponding modification role, especially suitable for graphene-modified asphalt mass production.
本发明的有益技术效果是:提出了一种适合于工业生产的基于石墨烯的高性能改性沥青及制作方法。The beneficial technical effects of the present invention are: a graphene-based high-performance modified asphalt suitable for industrial production and a production method are proposed.
具体实施方式Detailed ways
一种基于石墨烯的高性能改性沥青,其创新在于:所述高性能改性沥青由70#基质沥青、石墨烯和硬脂酰胺组成;70#基质沥青、石墨烯和硬脂酰胺的质量配比关系为:石墨烯的质量为70#基质沥青质量的20‰,硬脂酰胺的质量为石墨烯质量的1%。A graphene-based high-performance modified asphalt, its innovation is: the high-performance modified asphalt is composed of 70# base asphalt, graphene and stearamide; the quality of 70# base asphalt, graphene and stearamide The proportioning relationship is: the quality of graphene is 20‰ of the quality of 70# matrix pitch, and the quality of stearamide is 1% of the quality of graphene.
进一步地,所述石墨烯的比表面积为300~400m2/g,石墨烯的单层率大于80%,石墨烯的含碳量大于98.9%。Further, the specific surface area of the graphene is 300-400m 2 /g, the single-layer ratio of the graphene is greater than 80%, and the carbon content of the graphene is greater than 98.9%.
一种制备高性能改性沥青的方法,其创新在于:所述方法包括:A method for preparing high-performance modified asphalt, the innovation of which is that the method includes:
1)向硬脂酰胺中加入三氯乙烯至硬脂酰胺完全溶解,得到混合溶液;1) adding trichlorethylene to stearamide until the stearamide is completely dissolved to obtain a mixed solution;
2)在密闭状态下,对混合溶液进行1.5小时的超声震荡处理;2) In a closed state, the mixed solution was subjected to ultrasonic vibration treatment for 1.5 hours;
3)将混合溶液加入70#基质沥青中,然后在密闭环境下静置,直至混合溶液与70#基质沥青完全融合,得到混合物A;3) Add the mixed solution to the 70# base asphalt, and then let it stand in a closed environment until the mixed solution and the 70# base asphalt are completely fused to obtain the mixture A;
4)采用旋转蒸发仪对混合物A进行蒸发操作,将三氯乙烯从混合物A中蒸发掉,得到混合物B;蒸发操作的条件为:油浴温度110℃,旋转速度85~90转/分钟;4) Use a rotary evaporator to evaporate the mixture A, evaporate trichlorethylene from the mixture A to obtain the mixture B; the conditions for the evaporation operation are: oil bath temperature 110°C, rotation speed 85-90 rpm;
5)对混合物B进行剪切,得到高性能改性沥青;剪切速率6500转/分钟,剪切温度140℃,剪切时间180分钟;5) Shear the mixture B to obtain high-performance modified asphalt; the shear rate is 6500 rpm, the shear temperature is 140°C, and the shear time is 180 minutes;
所述石墨烯的质量为70#基质沥青质量的20‰,硬脂酰胺的质量为石墨烯质量的1%。The quality of the graphene is 20‰ of the quality of 70# matrix pitch, and the quality of stearylamide is 1% of the quality of the graphene.
Claims (3)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201810502895.7A CN108752945A (en) | 2018-05-23 | 2018-05-23 | High performance modified bitumen based on graphene and production method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201810502895.7A CN108752945A (en) | 2018-05-23 | 2018-05-23 | High performance modified bitumen based on graphene and production method |
Publications (1)
Publication Number | Publication Date |
---|---|
CN108752945A true CN108752945A (en) | 2018-11-06 |
Family
ID=64005148
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201810502895.7A Pending CN108752945A (en) | 2018-05-23 | 2018-05-23 | High performance modified bitumen based on graphene and production method |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN108752945A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109320983A (en) * | 2018-11-12 | 2019-02-12 | 宁夏交通建设股份有限公司 | Quantum-dot modified pitch of graphene oxide composite carbon and preparation method thereof |
CN112898789A (en) * | 2021-02-08 | 2021-06-04 | 青岛德通纳米技术有限公司 | Graphene modified anti-stripping agent and high-heat-dissipation graphene composite modified asphalt |
CN116333506A (en) * | 2023-04-10 | 2023-06-27 | 重庆交通大学 | Composite modified asphalt and preparation method thereof |
CN116523345A (en) * | 2023-05-08 | 2023-08-01 | 重庆交通大学 | A Method for Connectivity Evaluation of Urban Road Topological Network |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1831037A (en) * | 2006-02-27 | 2006-09-13 | 广东省石油化工研究院 | Application of stearamide in modified road asphalt |
CN103819915A (en) * | 2014-02-26 | 2014-05-28 | 西安理工大学 | Graphene oxide modified asphalt and preparation method thereof |
CN105017742A (en) * | 2014-04-15 | 2015-11-04 | 安炬科技股份有限公司 | Graphene color master batch |
CN105295327A (en) * | 2014-06-24 | 2016-02-03 | 安炬科技股份有限公司 | graphene composite material |
US20170001161A1 (en) * | 2013-08-01 | 2017-01-05 | Lg Chem, Ltd. | Dispersing agent, its preparation method and dispersed composition of carbon-based material comprising the same |
CN106810884A (en) * | 2015-12-02 | 2017-06-09 | 深圳海川新材料科技有限公司 | A kind of modified pitch based on Graphene anti-rut agent and preparation method thereof |
-
2018
- 2018-05-23 CN CN201810502895.7A patent/CN108752945A/en active Pending
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1831037A (en) * | 2006-02-27 | 2006-09-13 | 广东省石油化工研究院 | Application of stearamide in modified road asphalt |
US20170001161A1 (en) * | 2013-08-01 | 2017-01-05 | Lg Chem, Ltd. | Dispersing agent, its preparation method and dispersed composition of carbon-based material comprising the same |
CN103819915A (en) * | 2014-02-26 | 2014-05-28 | 西安理工大学 | Graphene oxide modified asphalt and preparation method thereof |
CN105017742A (en) * | 2014-04-15 | 2015-11-04 | 安炬科技股份有限公司 | Graphene color master batch |
CN105295327A (en) * | 2014-06-24 | 2016-02-03 | 安炬科技股份有限公司 | graphene composite material |
CN106810884A (en) * | 2015-12-02 | 2017-06-09 | 深圳海川新材料科技有限公司 | A kind of modified pitch based on Graphene anti-rut agent and preparation method thereof |
Non-Patent Citations (5)
Title |
---|
HARIS BRCIC: ""Investigation of the rheological properties of asphalt binder containing graphene nanoplatelets"", 《MASTER THESIS, NORWEGIAN UNIVERSITY OF SCIENCE AND TECHNOLOGY, NORWAY》 * |
XIA ZHANG等: ""Preparation and Characteristics of Ethylene Bis(Stearamide)-Based Graphene-Modified Asphalt"", 《MATERIALS》 * |
巩固等: ""一种胶粉改性沥青降粘剂的研究"", 《特种橡胶制品》 * |
林海波等: ""熔融模压制备PVDF/石墨烯复合材料及其性能研究"", 《工程塑料应用》 * |
王欣: ""石墨烯/环氧树脂纳米导电涂膜的制备及应变感知特性研究"", 《中国优秀硕士学位论文全文数据库 工程科技Ⅰ辑》 * |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109320983A (en) * | 2018-11-12 | 2019-02-12 | 宁夏交通建设股份有限公司 | Quantum-dot modified pitch of graphene oxide composite carbon and preparation method thereof |
CN109320983B (en) * | 2018-11-12 | 2020-12-22 | 宁夏交通建设股份有限公司 | Graphene oxide composite carbon quantum dot modified asphalt and preparation method thereof |
CN112898789A (en) * | 2021-02-08 | 2021-06-04 | 青岛德通纳米技术有限公司 | Graphene modified anti-stripping agent and high-heat-dissipation graphene composite modified asphalt |
CN116333506A (en) * | 2023-04-10 | 2023-06-27 | 重庆交通大学 | Composite modified asphalt and preparation method thereof |
CN116523345A (en) * | 2023-05-08 | 2023-08-01 | 重庆交通大学 | A Method for Connectivity Evaluation of Urban Road Topological Network |
CN116523345B (en) * | 2023-05-08 | 2024-01-26 | 重庆交通大学 | Urban road topology network connectivity evaluation method |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN108752945A (en) | High performance modified bitumen based on graphene and production method | |
CN108587207A (en) | High-performance graphene modified pitch and production method | |
CN102702756B (en) | A kind of multi-walled carbon nanotube and SBS composite modified pitch and preparation method thereof | |
CN103059593B (en) | Diatomite compound SBS (Styrene Butadiene Styrene) modified asphalt and preparation method thereof | |
CN107603252A (en) | Cost of New Type Asphalt Pavement regeneration regenerative agent and preparation method thereof | |
CN104072827B (en) | A kind of oil-filled carbon nano-tube solution of filling is total to beta-rubber and preparation method thereof | |
CN105368084B (en) | A kind of modified pitch and preparation method thereof | |
CN108822563B (en) | A kind of Karamay asphalt dry modifier and its application | |
CN109575618A (en) | A kind of compound rock asphalt tracking-resisting modifier of graphene and preparation method thereof | |
CN111747686A (en) | Modified emulsified asphalt high-speed pavement mixture and preparation method thereof | |
CN103788667A (en) | Multicomponent system for improving modulus of asphalt mixture, and application method and modified asphalt thereof | |
CN107739520A (en) | A kind of SEBS/ charcoals composite modified asphalt and preparation method thereof | |
CN104672928A (en) | Low-viscosity regenerant for thermal regeneration of asphalt pavement, preparation method of low-viscosity regenerant and asphalt pavement thermal-regeneration mixture containing low-viscosity regenerant | |
CN104558732B (en) | A kind of high temperature mix type Crumber rubber modified asphalt enhancer compositions and preparation method thereof | |
CN105017782A (en) | High-grade road asphalt and preparation method thereof | |
CN106189294B (en) | Diatom soil matrix asphalt high/low temperature modifying agent and preparation method thereof | |
CN103232709B (en) | A kind of rubber powder modified asphalt linking agent and its preparation method | |
CN117946531A (en) | Composite modified asphalt for improving low-temperature performance of rock asphalt and preparation method thereof | |
CN106497102A (en) | A kind of road construction modified pitch and preparation method thereof | |
CN1793235A (en) | Asphalt modified mother material and preparation process for modified asphalt thereof | |
CN107189462B (en) | A kind of preparation method of composite modified asphalt | |
CN115895594B (en) | Adhesive layer material special for asphalt pavement maintenance, and preparation method and application thereof | |
CN107163598A (en) | A kind of asphalt composite modifier and preparation method thereof | |
CN105273418B (en) | Asphalt additive and its application for warm mix | |
CN116333506A (en) | Composite modified asphalt and preparation method thereof |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
RJ01 | Rejection of invention patent application after publication |
Application publication date: 20181106 |
|
RJ01 | Rejection of invention patent application after publication |