首页|Nano-SiO2/UP复合改性沥青配方研究

Nano-SiO2/UP复合改性沥青配方研究

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一般的UP固化物往往存在韧性较差等问题,需要对其进行增韧改性.鉴于nano-SiO2/UP复合材料表现出的优异力学性能,且目前未见有研究将其用于改性沥青,对nano-SiO2/UP复合改性沥青的配方(包括nano-SiO2的种类、各类添加剂的掺量等)进行研究,通过拉伸试验、离析试验等确定出nano-SiO2/UP复合改性沥青的最优配比.研究结果表明:nano-SiO2/UP复合改性沥青中的A组分和B组分应由"先掺法"进行制备,其中A组分为UP、引发剂、偶联剂,B组分是由沥青、相容剂等外加剂组成的混合成分;其最优配比为m(A组分)∶m(B组分)=1∶2.6,其中A组分的成分为m(树脂)∶m(A型nano-SiO2)∶m(引发剂)∶m(偶联剂)=100∶3∶4∶3,B组分的构成为m(沥青)∶m(相容剂)=100∶4.
Study on the Formulation of Nano-SiO2/UP Composite Modified Asphalt
Generally,the UP materials will be brittle after curing,which needs toughening modification.In view of the excellent mechanical properties of nano-SiO2/UP composite materials,the formulation of nano-SiO2/UP modified asphalt,including the types of nano-SiO2,the dosage of various additives,etc.was studied in this paper.The optimal ratio of nano-SiO2/UP modified asphalt was determined by tensile test and segregation test.The results showed that component A and component B in nano-SiO2/UP modified asphalt should be prepared by the"first admixing method",in which component A was divided into UP,initiator,and coupling agent,and component B was a mixture composed of asphalt,compatibilizer,and other admixtures.The optimal ratio was m(component A)∶m(component B)=1∶2.6,where the composition of component A was m(UP):m(type A nano-SiO2)∶m(initiator)∶m(coupling agent)=100∶3∶4∶3,and the composition of component B was m(asphalt):m(compatibilizer)=100∶4.

nano-SiO2modified asphaltunsaturated polymer resin

王珍华、汤祖杰、陈昌晴、江林英、王瑞祥

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龙岩靖永高速公路有限责任公司,福建龙岩 364000

福建省交通建设质量安全中心,福建福州 350001

福建省路桥建设集团有限公司,福建福州 350002

长安大学,陕西西安 710064

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nano-SiO2 改性沥青 不饱和聚酯树脂

陕西省自然科学基础研究计划项目龙岩靖永高速公路有限责任公司科技项目

2023-JC-YB-4182021LYF17068

2024

公路工程
湖南省交通科学研究院

公路工程

CSTPCD
影响因子:0.942
ISSN:1674-0610
年,卷(期):2024.49(3)
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