• 文献检索
  • 文档翻译
  • 深度研究
  • 学术资讯
  • Suppr Zotero 插件Zotero 插件
  • 邀请有礼
  • 套餐&价格
  • 历史记录
应用&插件
Suppr Zotero 插件Zotero 插件浏览器插件Mac 客户端Windows 客户端微信小程序
定价
高级版会员购买积分包购买API积分包
服务
文献检索文档翻译深度研究API 文档MCP 服务
关于我们
关于 Suppr公司介绍联系我们用户协议隐私条款
关注我们

Suppr 超能文献

核心技术专利:CN118964589B侵权必究
粤ICP备2023148730 号-1Suppr @ 2026

文献检索

告别复杂PubMed语法,用中文像聊天一样搜索,搜遍4000万医学文献。AI智能推荐,让科研检索更轻松。

立即免费搜索

文件翻译

保留排版,准确专业,支持PDF/Word/PPT等文件格式,支持 12+语言互译。

免费翻译文档

深度研究

AI帮你快速写综述,25分钟生成高质量综述,智能提取关键信息,辅助科研写作。

立即免费体验

碳化硅-氧化亚铁乳化沥青混合料的设计与微波吸收性能研究

Design and Microwave Absorption Performance Study of SiC-FeO Emulsified Asphalt Mixture.

作者信息

Jiang Xiangyu, Xu Wen, Chen Yixing, Li Jiaqi

机构信息

School of Transportation and Logistics Engineering, Wuhan University of Technology, Wuhan 430063, China.

出版信息

Materials (Basel). 2024 Aug 8;17(16):3935. doi: 10.3390/ma17163935.

DOI:10.3390/ma17163935
PMID:39203114
原文链接:https://pmc.ncbi.nlm.nih.gov/articles/PMC11355477/
Abstract

To address the challenges of slow curing speed and suboptimal microwave absorption during the paving of cold-mixed and cold-laid asphalt mixtures, this study introduces SiC-FeO composite material (SF) into emulsified asphalt mixtures to enhance microwave absorption and accelerate curing via microwave heating. Initially, based on the maximum density curve theory, an appropriate mineral aggregate gradation was designed, and the optimal ratio of emulsified asphalt mixture was determined through mixing tests, cohesion tests, wet wheel wear tests, and load wheel sand adhesion tests. Subsequently, the influence of SF content on the mixing performance of emulsified asphalt mixtures was analyzed through mixing and consistency tests. Finally, the microwave absorption performance of the mixture was evaluated by designing microwave heating tests under different conditions, using temperature indicators and quality indicators. The experimental results indicate that when SF content ranges from 0% to 4%, the mixing performance of the emulsified asphalt mixture meets specification requirements. The dosage of SF, SF composite ratio, and microwave power significantly impact microwave absorption performance, whereas environmental temperature has a relatively minor effect. The optimal mix ratio for the emulsified asphalt mixture is mineral aggregate:modified emulsified asphalt:water:cement = 100:12.8:6:1. The ideal SF dosage is 4%, with an optimal SiC to FeO composite ratio of 1:1, and a suitable microwave power range of 600-1000 W.

摘要

为应对冷拌冷铺沥青混合料摊铺过程中固化速度慢和微波吸收效果欠佳的挑战,本研究将碳化硅-氧化亚铁复合材料(SF)引入乳化沥青混合料中,以增强微波吸收并通过微波加热加速固化。首先,基于最大密度曲线理论设计了合适的矿料级配,并通过混合试验、粘结力试验、湿轮磨耗试验和负载轮砂粘附试验确定了乳化沥青混合料的最佳比例。随后,通过混合和稠度试验分析了SF含量对乳化沥青混合料混合性能的影响。最后,通过在不同条件下设计微波加热试验,利用温度指标和质量指标评估了混合料的微波吸收性能。实验结果表明,当SF含量在0%至4%范围内时,乳化沥青混合料的混合性能符合规范要求。SF用量、SF复合比例和微波功率对微波吸收性能有显著影响,而环境温度的影响相对较小。乳化沥青混合料的最佳配合比为矿料:改性乳化沥青:水:水泥 = 100:12.8:6:1。理想的SF用量为4%,最佳的碳化硅与氧化亚铁复合比例为1:1,合适的微波功率范围为600 - 1000W。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/ea37/11355477/1a33c2359aab/materials-17-03935-g019.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/ea37/11355477/cbba8507eb20/materials-17-03935-g001.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/ea37/11355477/3da1b008dbeb/materials-17-03935-g002.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/ea37/11355477/f8861c57b8cc/materials-17-03935-g003.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/ea37/11355477/6acbd530eab1/materials-17-03935-g004.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/ea37/11355477/d59e6aff327c/materials-17-03935-g005.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/ea37/11355477/b86834d8e71a/materials-17-03935-g006.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/ea37/11355477/2c4f3d182b1d/materials-17-03935-g007.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/ea37/11355477/18f21078e35f/materials-17-03935-g008.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/ea37/11355477/80ee8c9c524d/materials-17-03935-g009.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/ea37/11355477/11273759781c/materials-17-03935-g010.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/ea37/11355477/b6244dc7ff62/materials-17-03935-g011.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/ea37/11355477/59c51f9b3fbf/materials-17-03935-g012.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/ea37/11355477/8e59f9a40513/materials-17-03935-g013.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/ea37/11355477/d8bf0d54280e/materials-17-03935-g014.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/ea37/11355477/8be74f2ac44d/materials-17-03935-g015.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/ea37/11355477/20fe67a20d7d/materials-17-03935-g016.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/ea37/11355477/a9b6556470f9/materials-17-03935-g017.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/ea37/11355477/1a33c2359aab/materials-17-03935-g019.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/ea37/11355477/cbba8507eb20/materials-17-03935-g001.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/ea37/11355477/3da1b008dbeb/materials-17-03935-g002.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/ea37/11355477/f8861c57b8cc/materials-17-03935-g003.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/ea37/11355477/6acbd530eab1/materials-17-03935-g004.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/ea37/11355477/d59e6aff327c/materials-17-03935-g005.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/ea37/11355477/b86834d8e71a/materials-17-03935-g006.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/ea37/11355477/2c4f3d182b1d/materials-17-03935-g007.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/ea37/11355477/18f21078e35f/materials-17-03935-g008.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/ea37/11355477/80ee8c9c524d/materials-17-03935-g009.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/ea37/11355477/11273759781c/materials-17-03935-g010.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/ea37/11355477/b6244dc7ff62/materials-17-03935-g011.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/ea37/11355477/59c51f9b3fbf/materials-17-03935-g012.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/ea37/11355477/8e59f9a40513/materials-17-03935-g013.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/ea37/11355477/d8bf0d54280e/materials-17-03935-g014.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/ea37/11355477/8be74f2ac44d/materials-17-03935-g015.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/ea37/11355477/20fe67a20d7d/materials-17-03935-g016.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/ea37/11355477/a9b6556470f9/materials-17-03935-g017.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/ea37/11355477/1a33c2359aab/materials-17-03935-g019.jpg

相似文献

1
Design and Microwave Absorption Performance Study of SiC-FeO Emulsified Asphalt Mixture.碳化硅-氧化亚铁乳化沥青混合料的设计与微波吸收性能研究
Materials (Basel). 2024 Aug 8;17(16):3935. doi: 10.3390/ma17163935.
2
Enhancement of Microwave Heating Technology for Emulsified Asphalt Mixtures Using SiC-FeO Composite Material.使用SiC-FeO复合材料增强乳化沥青混合料的微波加热技术
Materials (Basel). 2024 Sep 18;17(18):4572. doi: 10.3390/ma17184572.
3
Fabrication of High-Performance Asphalt Mixture Using Waterborne Epoxy-Acrylate Resin Modified Emulsified Asphalt (WEREA).使用水性环氧丙烯酸酯树脂改性乳化沥青(WEREA)制备高性能沥青混合料
Polymers (Basel). 2024 Sep 27;16(19):2743. doi: 10.3390/polym16192743.
4
Composition Design and Performance Evaluation of Emulsified Asphalt Cold Recycled Mixtures.乳化沥青冷再生混合料的组成设计与性能评价
Materials (Basel). 2019 Aug 22;12(17):2682. doi: 10.3390/ma12172682.
5
A Study on the Heating and Deicing Performance of Microwave-Absorbing Asphalt Mixtures.微波吸收沥青混合料加热与除冰性能研究
Materials (Basel). 2023 Jan 25;16(3):1051. doi: 10.3390/ma16031051.
6
Strength and Micro-Mechanism Analysis of Cement-Emulsified Asphalt Cold Recycled Mixture.水泥乳化沥青冷再生混合料强度及微观机理分析
Materials (Basel). 2019 Dec 27;13(1):128. doi: 10.3390/ma13010128.
7
Key Performance Analysis of Emulsified Asphalt Cold Recycling Mixtures of the Middle Layer of Pavement Structure.路面结构中层乳化沥青冷再生混合料的关键性能分析
Materials (Basel). 2023 Feb 15;16(4):1613. doi: 10.3390/ma16041613.
8
Research on Performance Improvement of Emulsified Asphalt Mixture Based on Innovative Forming Process.基于创新成型工艺的乳化沥青混合料性能改进研究
Materials (Basel). 2024 Mar 21;17(6):1430. doi: 10.3390/ma17061430.
9
Mechanical properties of emulsified recycled cement-stabilized macadam based on step-by-step filling gradation design.基于逐步填充级配设计的乳化再生水泥稳定碎石的力学性能。
PLoS One. 2022 May 11;17(5):e0268105. doi: 10.1371/journal.pone.0268105. eCollection 2022.
10
Fiber-Reinforcing Effect in the Mechanical and Road Performance of Cement-Emulsified Asphalt Mixtures.纤维增强对水泥乳化沥青混合料力学性能及路用性能的影响
Materials (Basel). 2021 May 24;14(11):2779. doi: 10.3390/ma14112779.

本文引用的文献

1
Microwave Hyperpolarization Effect─An Orthogonal Incoherent Microwave Field Heating Study.微波超极化效应——正交非相干微波场加热研究
J Phys Chem B. 2024 Feb 29;128(8):1963-1974. doi: 10.1021/acs.jpcb.4c00120. Epub 2024 Feb 16.
2
Laboratory and Numerical Investigation of Microwave Heating Properties of Asphalt Mixture.沥青混合料微波加热特性的试验与数值研究
Materials (Basel). 2019 Jan 4;12(1):146. doi: 10.3390/ma12010146.