分析青粘合剂在任何天气老化下的区域差异,基于病学和化学性质
Meng Guo1,2, Yixiang Dong1,2, Xu Yin1,2
1State Key Laboratory of Bridge Engineering Safety and Resilience, Beijing University of Technology, Beijing 100124, China.
Materials (Basel, Switzerland)
|June 27, 2025
概括
由于气候,青粘合剂的老化因地区而异. 全天候老化测试显示,北京的紫外线热合导致了最严重的退化,影响了路面的耐用性.
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.
- 环境科学 环境科学
背景情况:
- 青粘合剂的老化对路面的耐用性至关重要,但在不同气候中对其了解不足.
- 自然老化对青性能产生重大影响,需要对气候驱动的退化机制进行研究.
研究的目的:
- 通过在中国不同地区进行全天候老化 (AWA) 试验,研究气候驱动的青粘合剂降解机制.
- 量化特定区域的老龄化差异,并确定影响青性能演变的主导环境因素.
主要方法:
- 在甘,山东和北京进行了为期12个月的全天候老化 (AWA) 测试.
- 采用了风湿学 (G-R参数,刚度模量S值) 和化学分析 (碳нил指数Ic=O,硫氧化物指数Is=O).
- 将AWA结果与实验室模拟的压力衰老容器 (PAV) 的衰老进行比较.
主要成果:
- 观察到显著的区域依赖的衰老差异,超过了实验室模拟.
- 甘:极端的热波动和UV加速硬化;山东:潮湿的盐水环境诱导硫氧化;北京:协同的UV热氧化加剧了退化.
- 碳烯指数 (Ic=O) 与风湿性降解有很强的相关性 (r > 0.90),北京以Ic=O为基础显示了最高的衰老率.
结论:
- 多因素合效应 (紫外热,热盐) 显著影响青的老化,区域差异明显.
- 北京的紫外线热合证明最严重,其次是甘,然后是山东,突出了PAV模拟的局限性.
- 调查结果为开发针对地区量身定制,气候适应性青路面设计提供了基础.
相关概念视频
Moisture Content and Bulking of Aggregate
216
The moisture content of aggregates is a crucial factor in construction, particularly in concrete mixing, as it influences the total water required in the mix. Moisture content represents the water coated on the exterior surface of the aggregate existing in a saturated and surface-dry condition. The total water content of a moist aggregate is the sum of its moisture content and water absorption.
When aggregates are exposed to rain or sit in stockpiles, they absorb moisture, which must be...
When aggregates are exposed to rain or sit in stockpiles, they absorb moisture, which must be...
216
Retarders
109
Retarders are chemical admixtures designed to extend the setting time, which is especially useful when there is a delay in sequential concrete pours to prevent cold joints and to achieve a cohesive structure. Retarders, when used in appropriate amounts, can also enhance the architectural appearance of exposed aggregate finishes.
The function of retarders is to delay the setting of concrete, and this effect can be measured using a penetration test. The retardation process involves adding...
The function of retarders is to delay the setting of concrete, and this effect can be measured using a penetration test. The retardation process involves adding...
109
Abrasion Resistance of Concrete
220
Abrasion resistance is an essential characteristic of concrete that determines its durability and longevity under various wear conditions. Concrete surfaces are vulnerable to different types of abrasion. For instance, surfaces may wear down due to the constant movement of vehicles or be eroded by solids carried in water, as seen in concrete canal linings. Specific tests are conducted to measure the abrasion resistance of concrete.
One such test is the revolving disc test, where three plates...
One such test is the revolving disc test, where three plates...
220
Bonding and Strength of Aggregate
265
The bond between aggregate particles and the cement matrix is significantly influenced by the shape and surface texture of the aggregates. High-strength concretes benefit from a rougher texture, which leads to stronger bonding due to greater adhesion. Angular aggregates with larger surface areas also enhance this bond. The bonding quality, however, is complex to assess as no universally accepted test exists. Good bonding is indicated when a crushed concrete specimen shows some aggregate...
265
Factors Affecting Workability
123
The workability of concrete is a critical characteristic that influences the ease of mixing, handling, and finishing the concrete. It is affected by several factors including water content, aggregate properties, and admixtures like air entrainment. Water plays a fundamental role as it lubricates the concrete mix, facilitating easier movement and placement. However, the water requirement varies depending on the texture and shape of aggregates. Finer particles and angular, rough-textured...
123
Unsoundness of Aggregate due to Volume Change
183
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...
183


