• 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

以钢渣为集料的橡胶颗粒与玄武岩纤维复合改性多孔沥青混凝土的力学性能

Mechanical Properties of Crumb Rubber and Basalt Fiber Composite Modified Porous Asphalt Concrete with Steel Slag as Aggregate.

作者信息

Chai Chao, Cheng Yongchun, Zhang Yuwei, Zhu Bing, Liu Hang

机构信息

College of Transportation, Jilin University, Changchun 130025, China.

出版信息

Polymers (Basel). 2020 Oct 30;12(11):2552. doi: 10.3390/polym12112552.

DOI:10.3390/polym12112552
PMID:33143334
原文链接:https://pmc.ncbi.nlm.nih.gov/articles/PMC7693005/
Abstract

This paper studies the mechanical properties of porous asphalt concrete with styrene-butadiene-styrene (SBS) polymer modified bitumen as the binder, steel slag as the aggregate and crumb rubber and basalt fiber as modifiers. First, the appearance, mechanics, chemical composition and high-temperature stability of steel slag were studied by some equipment. Then, three kinds of porous asphalt concrete with SBS polymer modified bitumen as binder were produced, Namely, crumb rubber modified porous asphalt concrete (CR-PAC), basalt fiber modified porous asphalt concrete (BF-PAC), and basalt fiber and crumb rubber composite modified asphalt concrete (CM-PAC). Finally, the properties of the three kinds of modified PACs were studied through the Marshall test, freeze-thaw splitting test, low-temperature splitting test, permeability test, and creep test. The results showed that the crush value and abrasion value of steel slag are 15.1% and 13.5%, respectively; it has excellent strength and abrasion. In addition, the steel slag shows a porous structure and it provides an interface basis for a better bond with bitumen. For the three PACs, the results showed that the Marshall stability, water stability, and low-temperature crack resistance of CM-PAC are all the best Furthermore, CM-PAC has better rutting resistance than two single modified PACs, based on creep test results. The CM-PAC in this study can be used as a new type of pavement material.

摘要

本文研究了以苯乙烯-丁二烯-苯乙烯（SBS）聚合物改性沥青为粘结剂、钢渣为集料、橡胶粉和玄武岩纤维为改性剂的多孔沥青混凝土的力学性能。首先，通过一些设备对钢渣的外观、力学性能、化学成分和高温稳定性进行了研究。然后，制备了三种以SBS聚合物改性沥青为粘结剂的多孔沥青混凝土，即橡胶粉改性多孔沥青混凝土（CR-PAC）、玄武岩纤维改性多孔沥青混凝土（BF-PAC）和玄武岩纤维与橡胶粉复合改性沥青混凝土（CM-PAC）。最后，通过马歇尔试验、冻融劈裂试验、低温劈裂试验、渗透试验和蠕变试验研究了三种改性多孔沥青混凝土的性能。结果表明，钢渣的压碎值和磨耗值分别为15.1%和13.5%；具有优异的强度和耐磨性。此外，钢渣呈现出多孔结构，为与沥青更好地粘结提供了界面基础。对于三种多孔沥青混凝土，结果表明CM-PAC的马歇尔稳定性、水稳定性和低温抗裂性均最佳。此外，根据蠕变试验结果，CM-PAC比两种单一改性多孔沥青混凝土具有更好的抗车辙性能。本研究中的CM-PAC可作为一种新型路面材料。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f3e9/7693005/4f450511f50f/polymers-12-02552-g010.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f3e9/7693005/29afec693186/polymers-12-02552-g001.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f3e9/7693005/8144cb24abf0/polymers-12-02552-g002.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f3e9/7693005/87914227baad/polymers-12-02552-g003.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f3e9/7693005/d7e9c3aa4a90/polymers-12-02552-g004.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f3e9/7693005/9cd01d7a0486/polymers-12-02552-g005.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f3e9/7693005/4fc5d9fb8f9b/polymers-12-02552-g006.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f3e9/7693005/7b30721fa31e/polymers-12-02552-g007.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f3e9/7693005/4b0cbbdbb5d8/polymers-12-02552-g008.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f3e9/7693005/e16f472b5e6b/polymers-12-02552-g009a.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f3e9/7693005/4f450511f50f/polymers-12-02552-g010.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f3e9/7693005/29afec693186/polymers-12-02552-g001.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f3e9/7693005/8144cb24abf0/polymers-12-02552-g002.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f3e9/7693005/87914227baad/polymers-12-02552-g003.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f3e9/7693005/d7e9c3aa4a90/polymers-12-02552-g004.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f3e9/7693005/9cd01d7a0486/polymers-12-02552-g005.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f3e9/7693005/4fc5d9fb8f9b/polymers-12-02552-g006.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f3e9/7693005/7b30721fa31e/polymers-12-02552-g007.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f3e9/7693005/4b0cbbdbb5d8/polymers-12-02552-g008.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f3e9/7693005/e16f472b5e6b/polymers-12-02552-g009a.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f3e9/7693005/4f450511f50f/polymers-12-02552-g010.jpg

相似文献

1
Mechanical Properties of Crumb Rubber and Basalt Fiber Composite Modified Porous Asphalt Concrete with Steel Slag as Aggregate.以钢渣为集料的橡胶颗粒与玄武岩纤维复合改性多孔沥青混凝土的力学性能
Polymers (Basel). 2020 Oct 30;12(11):2552. doi: 10.3390/polym12112552.
2
Mechanical Performance of Warm-Mixed Porous Asphalt Mixture with Steel Slag and Crumb-Rubber⁻SBS Modified Bitumen for Seasonal Frozen Regions.用于季节性冰冻地区的钢渣与橡胶粉⁻SBS改性沥青温拌多孔沥青混合料的力学性能
Materials (Basel). 2019 Mar 14;12(6):857. doi: 10.3390/ma12060857.
3
Performance-Guided Design of Permeable Asphalt Concrete with Modified Asphalt Binder Using Crumb Rubber and SBS Modifier for Sponge Cities.基于性能导向的用于海绵城市的采用橡胶粉和SBS改性剂的改性沥青结合料透水沥青混凝土设计
Materials (Basel). 2021 Mar 7;14(5):1266. doi: 10.3390/ma14051266.
4
Effect of Steel Slag Aggregate on Pavement and Flame-Retardant Performance of Warm-Mixed Flame-Retardant Asphalt Concrete.钢渣集料对温拌阻燃沥青混凝土路用性能及阻燃性能的影响
Materials (Basel). 2021 Jan 29;14(3):635. doi: 10.3390/ma14030635.
5
Evolution of Rheological Behaviors of Styrene-Butadiene-Styrene/Crumb Rubber Composite Modified Bitumen after Different Long-Term Aging Processes.不同长期老化过程后苯乙烯-丁二烯-苯乙烯/胶粉复合改性沥青流变行为的演变
Materials (Basel). 2019 Jul 24;12(15):2345. doi: 10.3390/ma12152345.
6
Performance Evaluation of Styrene-Butadiene-Styrene-Modified Stone Mastic Asphalt with Basalt Fiber Using Different Compaction Methods.使用不同压实方法对含玄武岩纤维的苯乙烯-丁二烯-苯乙烯改性石胶泥沥青进行性能评估
Polymers (Basel). 2019 Jun 6;11(6):1006. doi: 10.3390/polym11061006.
7
Performance Analysis of Compound Rubber and Steel Slag Filler Modified Asphalt Composite.复合橡胶与钢渣填料改性沥青复合材料的性能分析
Materials (Basel). 2019 Aug 14;12(16):2588. doi: 10.3390/ma12162588.
8
Experimental investigation of basic oxygen furnace slag used as aggregate in asphalt mixture.碱性氧气转炉炉渣用作沥青混合料集料的试验研究。
J Hazard Mater. 2006 Nov 16;138(2):261-8. doi: 10.1016/j.jhazmat.2006.02.073. Epub 2006 Aug 12.
9
Analysis of Asphalt Mixtures Modified with Steel Slag Surface Texture Using 3D Scanning Technology.基于三维扫描技术的钢渣表面纹理改性沥青混合料分析
Materials (Basel). 2023 Apr 20;16(8):3256. doi: 10.3390/ma16083256.
10
Characterization of Desulfurized Crumb Rubber/Styrene-Butadiene-Styrene Composite Modified Asphalt Based on Rheological Properties.基于流变性能的脱硫胶粉/苯乙烯-丁二烯-苯乙烯复合材料改性沥青的表征
Materials (Basel). 2021 Jul 6;14(14):3780. doi: 10.3390/ma14143780.

引用本文的文献

1
A holistic exploration of porous asphalt mixtures: From durability and permeability to low-temperature and functional properties.多孔沥青混合料的全面探索：从耐久性和渗透性到低温及功能特性
Heliyon. 2024 Dec 29;11(2):e41437. doi: 10.1016/j.heliyon.2024.e41437. eCollection 2025 Jan 30.
2
Structural and Tribological Characterization of Carbon and Glass Fabrics Reinforced Epoxy for Bushing Applications Safety.用于套管应用安全的碳和玻璃纤维织物增强环氧树脂的结构与摩擦学特性
Polymers (Basel). 2023 Apr 26;15(9):2064. doi: 10.3390/polym15092064.
3
Study on the Aging Mechanism and Microstructure Analysis of Rice-Husk-Ash- and Crumb-Rubber-Powder-Modified Asphalt.

本文引用的文献

1
Fracture Behavior of Permeable Asphalt Mixtures with Steel Slag under Low Temperature Based on Acoustic Emission Technique.基于声发射技术的低温下钢渣透水沥青混合料的断裂行为
Sensors (Basel). 2020 Sep 7;20(18):5090. doi: 10.3390/s20185090.
2
Physical Properties and Microstructure of Concrete with Waste Basalt Powder Addition.添加废弃玄武岩粉的混凝土的物理性能与微观结构
Materials (Basel). 2020 Aug 8;13(16):3503. doi: 10.3390/ma13163503.
3
Ultraviolet aging study on bitumen modified by a composite of clay and fumed silica nanoparticles.
稻壳灰与胶粉改性沥青的老化机理及微观结构分析研究
Polymers (Basel). 2022 May 12;14(10):1969. doi: 10.3390/polym14101969.
4
Effects of Fiber Diameter on Crack Resistance of Asphalt Mixtures Reinforced by Basalt Fibers Based on Digital Image Correlation Technology.基于数字图像相关技术的纤维直径对玄武岩纤维增强沥青混合料抗裂性能的影响
Materials (Basel). 2021 Dec 3;14(23):7426. doi: 10.3390/ma14237426.
5
Using Silane Coupling Agent Coating on Acidic Aggregate Surfaces to Enhance the Adhesion between Asphalt and Aggregate: A Molecular Dynamics Simulation.利用硅烷偶联剂对酸性集料表面进行涂层处理以增强沥青与集料之间的黏附性：分子动力学模拟
Materials (Basel). 2020 Dec 7;13(23):5580. doi: 10.3390/ma13235580.
基于粘土和气相二氧化硅纳米颗粒复合材料改性沥青的紫外线老化研究
Sci Rep. 2020 Jul 8;10(1):11216. doi: 10.1038/s41598-020-68007-0.
4
Influence of Nominal Maximum Aggregate Size and Aggregate Gradation on Pore Characteristics of Porous Asphalt Concrete.公称最大集料粒径和集料级配对多孔沥青混凝土孔隙特性的影响
Materials (Basel). 2020 Mar 17;13(6):1355. doi: 10.3390/ma13061355.
5
Investigation on an Absorbing Layer Suitable for a Noise-Reducing Two-Layer Pavement.适用于降噪双层路面的吸收层研究
Materials (Basel). 2020 Mar 9;13(5):1235. doi: 10.3390/ma13051235.
6
The Performance of Super Absorbent Polymer (SAP) Water-Retaining Asphalt Mixture.高吸水性聚合物（SAP）保水沥青混合料的性能
Materials (Basel). 2019 Jun 18;12(12):1964. doi: 10.3390/ma12121964.
7
The Effect of the Morphology of Coarse Aggregate on the Properties of Self-Compacting High-Performance Fibre-Reinforced Concrete.粗集料形态对自密实高性能纤维增强混凝土性能的影响
Materials (Basel). 2018 Aug 7;11(8):1372. doi: 10.3390/ma11081372.