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高掺量橡胶粉改性沥青物理及力学性能研究

陈国灿

江西建材Issue(12):41-43,3.
江西建材Issue(12):41-43,3.

高掺量橡胶粉改性沥青物理及力学性能研究

Study on Physical and Mechanical Properties of High Content Rubber Powder Modified Asphalt

陈国灿1

作者信息

  • 1. 中建协和建设有限公司,福建 泉州 362700
  • 折叠

摘要

Abstract

In this paper,the change rules of physical and mechanical indexes of rubber powder modified asphalt under the conditions of different content of rubber powder and cracking agent were studied.The results show that the softening point is positively correlated with the content of rubber powder and negatively correlated with the content of cracking agent.The penetration degree was negatively correlated with the content of rubber powder,and positively correlated with the content of cracking agent.The ductility was negatively correlated with the content of rubber powder,and was first positively correlated and then negatively correlated with the content of cracking agent.The viscosity was positively correlated with the content of rubber powder and negatively correlated with the content of cracking agent.The elasticity recovery was positively correlated with the content of rubber powder and negatively correlated with the content of cracking agent.When the content of cracking agent is 1.5%,the content of rubber powder can be effectively increased under the condition of ensuring the performance of rubber powder modified asphalt.

关键词

橡胶粉改性沥青/橡胶粉改性剂/物理及力学性能

Key words

Rubber powder modified asphalt/Rubber powder modifier/Physical mechanical property

分类

建筑与水利

引用本文复制引用

陈国灿..高掺量橡胶粉改性沥青物理及力学性能研究[J].江西建材,2023,(12):41-43,3.

江西建材

1006-2890

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