低温敏性高黏弹沥青冲击隔离防护材料研制及其黏弹性研究

Development of Low Thermosensitive Shock Isolation Protection Asphalt Material and Its Viscoelastic Research

  • 摘要: 通过分析改性剂和增塑剂在沥青改性中的作用机理,确定了采用高掺量线型SBS、高掺量芳烃油和氧化剂复配改性沥青的技术路线和高温高速剪切共混的改性工艺,制备了低温敏性高黏弹沥青冲击隔离防护材料,系统测试了高黏弹沥青不同时温条件下的微观结构和剪切模量等.研究表明:研制的高黏弹沥青在充分溶胀、交联后,沥青与改性剂形成了相与相互穿的半互穿网络结构,与10%线型SBS改性沥青相比,其动态剪切模量和温敏性大幅度降低;与针入度温敏性表征方法相比,采用动态剪切模量温敏性表征方法更能准确反映沥青材料的温敏性.

     

    Abstract: Through the analysis of the effect and mechanism of polymer and plasticizer in asphalt modification, the high content linear SBS,high dosage of aromatic oil and antioxidant compound modified asphalt technology route and high temperature and high speed shear blending modification technique were employed. A low thermosensitive shock isolation protective asphalt material was developed. The shear modulus, toughness, hysteresis displacement restoring capacity, and microstructure of this asphalt were measured systematically under the condition of different temperature and time. It shows that high viscoelastic asphalt is fully swelled and crosslinked. Asphalt and modifier are formed to half interpenetrating network structure, compared with 10% linear SBS modified asphalt. Compared with the penetration thermosensitive characterization method, the dynamic shear modulus thermosensitive characterization method is more accurate.

     

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