盐溶液环境对 styrene-butadiene-styrene (SBS) 改性青的衰老的影响
Chengwei Xing1,2, Bohan Zhu1,2, Kingsley C K Chiang3
1Key Laboratory for Special Area Highway Engineering of Ministry of Education, Chang'an University, South 2nd Ring Road Middle Section, Xi'an 710064, China.
Polymers
|June 27, 2024
概括
海盐加快了青的老化,增加了基础青和改性青的硬度. 修改过氨酸-丁氨酸-氨酸 (SBS) 的青显示出更好的抗性,但随着盐度的变化,其性能变得复杂.
科学领域:
- 材料科学 材料科学 材料科学
- 土木工程 土木工程是指土木工程.
- 化学工程是化学工程的重要组成部分.
背景情况:
- 青路面的耐用性对基础设施至关重要.
- 海盐侵蚀对青路面的寿命构成重大挑战.
- 了解盐水环境中的青老化机制对于材料选择和性能预测至关重要.
研究的目的:
- 在海盐侵蚀环境中研究青的老化机制,使用风学分析.
- 在模拟的海盐条件下,评估基本青和修改为 styrene-butadiene-styrene (SBS) 的青的耐老性.
- 为了确定不同度的盐 (NaCl和Na2SO4) 对老青的气质特性的影响.
主要方法:
- 模拟的海盐老化试验,包括浸泡在NaCl和Na2SO4溶液中.
- 薄膜炉试验 (TFOT) 和压力老化容器 (PAV) 用于初始老化.
- 动态剪切风湿计 (DSR) 测试包括温度扫描 (TS),频率扫描 (FS) 和多重应力爬行和恢复 (MSCR).
主要成果:
- 在混合盐溶液中老化后,基质和SBS修改的青样本都表现出硬度增加.
- 与海盐环境中的基本青相比,SBS改性青表现出优越的耐老化能力.
- 由于SBS降解和基础青老化,SBS修改青的风质特性变得更加复杂,盐溶液度因SBS降解和基础青老化而变化.
结论:
- 海盐侵蚀显著影响青的老化,导致硬度增加.
- 修改SBS增强了青对海盐诱导的衰老的抵抗力.
- 陈旧的SBS改性青的复杂行为需要进一步研究,以优化沿海地区的路面性能.
相关概念视频
Unsoundness of Aggregate due to Volume Change
106
Unsoundness in aggregates due to volume changes is primarily caused by the physical alterations aggregates undergo, such as freezing and thawing, thermal changes, and wetting and drying. Unsound aggregates, when subjected to these changes, result in volume change upon disintegration. This, in turn, contributes to the deterioration of concrete, including scaling, pop-outs, and cracking. Particular types of aggregates, such as porous flints, cherts, and those containing clay minerals, are...
106
Electrophilic Aromatic Substitution: Sulfonation of Benzene
6.0K
Sulfonation of benzene is a reaction wherein benzene is treated with fuming sulfuric acid at room temperature to produce benzenesulfonic acid. Fuming sulfuric acid is a mixture of sulfur trioxide and concentrated sulfuric acid.
6.0K
Effect of Sea Water on Concrete
214
Concrete exposed to seawater can undergo degradation like the dissolution of ettringite and gypsum, increasing the material's porosity and decreasing its strength. In contrast, the crystallization of salts within the concrete's pores can cause expansion, particularly above the waterline where evaporation occurs. Nonetheless, this expansion only happens when seawater, enabled by the concrete's permeability, manages to infiltrate the structure.
Concrete in areas between tide marks,...
Concrete in areas between tide marks,...
214
Sulfate Attack on Concrete
130
Sulfate attack on concrete is a deterioration process characterized by a whitish discoloration beginning at the edges and corners, accompanied by cracking and spalling. This phenomenon occurs when sulfates react with the components of hardened concrete, forming compounds like calcium sulfate and calcium sulfoaluminate which occupy more space than the substances they replace, causing the concrete to expand and disrupt.
Sulfates from sources like soil, groundwater, or industrial effluents...
Sulfates from sources like soil, groundwater, or industrial effluents...
130
Responses to Salt Stress
13.1K
Salt stress—which can be triggered by high salt concentrations in a plant’s environment—can significantly affect plant growth and crop production by influencing photosynthesis and the absorption of water and nutrients.
13.1K
Effects of Air-entrainment in Concrete
82
Air entrainment in concrete significantly enhances the material's durability, especially in environments subjected to freeze-thaw cycles. Introducing small air bubbles into the concrete mix acts as internal voids that accommodate the expansion of water when it freezes, thereby alleviating internal stress and preventing structural cracks. This function is crucial in climates with significant freezing and thawing, as it protects the concrete from repeated stresses that could lead to premature...
82


