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作 者:郭璟 马然宙 吕文文 王志强 代德新 GUO Jing;MA Ranzhou;LYU Wenwen;WANG Zhiqiang;DAI Dexin(Xinxiang Branch Company,Henan Transportation Investment Group Corporation Ltd.,Xinxiang 453000,China)
机构地区:[1]河南交通投资集团有限公司新乡分公司,新乡453000
出 处:《交通科技》2023年第3期7-10,共4页Transportation Science & Technology
基 金:国家重点研发计划(2018YFB1600100);交通运输部应用基础研究项目(2015319817110)资助。
摘 要:为了评价高性能精表处的路表服务功能,对已通车运营10余年的沥青路面进行精表处养护,提出了“三油两砂”双层铺装结构高性能精表处胶结料和集料撒布参数,确定了I型高性能胶结料的养生时间和检验方法,以及轮胎压路机的碾压时机和碾压遍数等技术要求。高性能精表处养护后,路面抗滑性能显著提高,与原路面的层间黏结强度远大于拉伸破坏强度;行车噪声较原路面略有增加,但较微表处低7.2 dB。In order to evaluate pavement surface service function of high-performance fine-surfacing,fine-surfacing maintenances for the asphalt pavement that has been open to traffic for more than ten years were carried out.The distribution parameters of high-performance fine-surfacing binders and aggregates of“three asphalt felt and two sand”double-layer paving structure were put forward,and the curing time and inspection method of type I high-performance binder,as well as the rolling time and times of tire roller were determined.After high-performance fine-surfacing curing,the skid resistance of the pavement was significantly improved,and the interlayer bonding strength with the original pavement was much greater than the tensile failure strength;The driving noise was slightly higher than that of the original road surface,but it was 7.2 dB lower than that of the micro-surfacing.
关 键 词:道路工程 高性能精表处 施工工艺 黏结强度 摩擦系数 行车噪声
分 类 号:U416.2[交通运输工程—道路与铁道工程] U418.5
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