乳化沥青冷再生沥青混合料设计与性能研究
作者:
作者单位:

1.浙江数智交院科技股份有限公司,浙江 杭州 310000
2.浙江交工集团股份有限公司,浙江 杭州 310000

作者简介:

施炎(1991—), 女, 硕士, 工程师, 从事公路工程设计与研究工作。

通讯作者:

中图分类号:

U414.75

基金项目:


Design and Performance Study of Emulsified Asphalt Cold Recycled Asphalt Mixture
Author:
Affiliation:

1.Zhejiang Institute of Communications Co., Ltd., Hangzhou 310000, China
2.Zhejiang Communications Construction Group Co., Ltd., Hangzhou 310000, China

Fund Project:

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    摘要:

    随着我国公路建设的不断发展,大量的沥青旧路面进入了维修养护期,在维修及养护过程中会产生大量的废弃路面材料,俗称RAP(reclaimed asphalt pavement)。通常在进行再生沥青混合料的设计和使用前,旧料的处理、原粒径分析以及性能是重点,因此针对乳化沥青冷再生技术,首先对RAP进行试验分析研究,对冷再生混合料配合比进行了合理的调整,确定了乳化沥青、普通硅酸盐水泥、水等材料的最佳用量;然后进行高温稳定性、水稳定性、低温性能试验,试验结果表明微应变、浸水残留稳定度、冻融劈裂强度比、低温弯曲应变相关数据均满足相关技术要求,说明该冷再生混合料具有较好的路用性能;最后总结了冷再生混合料的拌和、运输、摊铺、碾压等施工工艺:拌和时间建议在普通拌和时间基础上增加10 s,摊铺时间全程建议控制在1~3 m/min,碾压一定要控制好速度与力度,养护时间建议为3~7 d。

    Abstract:

    With the continuous development of highway construction in China, a large number of old asphalt pavements have entered the maintenance period. During the maintenance and curing, plenty of waste pavement materials, commonly known as reclaimed asphalt pavement (RAP) are generated. Usually, before the design and use of recycled asphalt mixtures, the treatment of old materials, analysis of original particle size, and performance are the key points. Therefore, aiming at the emulsified asphalt cold recycling technology, firstly, RAP will be experimentally analyzed and studied, and the mix proportion of cold recycled mixtures will be reasonably adjusted to determine the optimal dosage of emulsified asphalt, ordinary Portland cement, water and other materials. Then, the high-temperature stability, water stability and low-temperature performance are tested. The test results show that the relevant data of micro strain, residual stability after immersion, freeze-thaw splitting strength ratio, and low-temperature bending strain all meet the related technical requirements, which proves that the cold recycled mixture has the good pavement performance. The construction processes of mixing, transportation, paving, and rolling of cold recycled mixtures are summarized. The mixing time is recommended to be increased by 10 s on the basis of the normal mixing time. The paving time throughout the process is suggested to be controlled at 1 to 3 m/min. The speed and force of the compaction must be well controlled. The curing time is recommended to be 3 ~ 7 d.

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施炎,陈呈.乳化沥青冷再生沥青混合料设计与性能研究[J].城市道桥与防洪,2025,(6):87-90.

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历史
  • 收稿日期:2024-08-27
  • 最后修改日期:2024-10-17
  • 录用日期:2024-10-25
  • 在线发布日期: 2025-06-19
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