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一种公路层面之间用的改性粘结剂制备及稳定性研究

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为避免公路面层与基层出现滑移,提高公路面层与基层粘接质量,制备一种公路面层与基层层间粘结剂,并对其稳定性分析.分别采用基质沥青、SBS改性沥青与SBR改性沥青制备公路面层与基层层间粘接试件,通过紫外光老化测试、热稳定性测试、剪切测试等方法,测试每种试件的稳定性,以评估粘结剂质量.经试验测试结果可知:基质沥青在高温状态下的针入度变化较大,且无法保持良好的延度与运动黏度,其热稳定性较差,同时其抗低温性能较弱;SBR改性沥青虽然在高温状态下能够实现良好的稳定性,但其抗剪性能、抗车辙性能均要低于SBS改性沥青粘结剂,而SBS改性沥青可以在不同温度环境中维持良好的稳定性,其在60℃时仍然能够保持0.135 MPa的抗剪强度,为此,SBS改性沥青粘结剂更适用于公路面层与基层层间粘接.
Study on preparation and stability of a modified binder used between highway layers
To avoid slippage of the highway surface layer and the base layer,and improve the bonding quality be-tween the road surface layer and the base layer,a bonding agent between the road surface layer and the base layer was prepared,and its stability was analyzed.Adhesion specimens between road surface and base layers were pre-pared using matrix asphalt,SBS modified asphalt,and SBR modified asphalt.The stability of each specimen was tested through UV aging test,thermal stability test,shear test,and other methods to evaluate the quality of the adhe-sive.The test results show that the penetration of the base asphalt varied greatly under high temperature conditions,and it could not maintain good ductility and kinematic viscosity.Its thermal stability was poor,and its low-tempera-ture resistance was weak.Although SBR modified asphalt could achieve good stability at high temperatures,its shear and rutting resistance were lower than those of SBS modified asphalt binder.SBS modified asphalt could main-tain good stability in different temperature environments,and it could still maintain a shear strength of 0.135 MPa at 60℃.Therefore,SBS modified asphalt binder is more suitable for bonding between road surface and base layers.

surface layer and base layeradhesivestabilityultraviolet light agingshear testneedle penetration

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甘肃省平凉公路事业发展中心,甘肃 平凉 744000

面层与基层 粘结剂 稳定性 紫外光老化 剪切测试 针入度

2025

粘接
湖北省襄樊市胶粘技术研究所

粘接

影响因子:0.364
ISSN:1001-5922
年,卷(期):2025.52(1)