基于纹理重塑的机场道面MMA基抗滑涂层配方设计与性能评价

王明; 李嘉怡; 程怀磊; 植隽彦; 林长安

doi:10.19818/j.cnki.1671-1637.2026.237

基于纹理重塑的机场道面MMA基抗滑涂层配方设计与性能评价

doi: 10.19818/j.cnki.1671-1637.2026.237

1.
中国民航大学交通科学与工程学院，天津 300300
2.
同济大学道路与交通工程教育部重点实验室，上海 201804
3.
北京恒宇得锢材料有限公司，北京 102200

基金项目:

国家自然科学基金项目 52308469

国家自然科学基金项目 52578527

国家自然科学基金配套项目 3122024PT19

天津市教委科研计划项目 2021KJ056

详细信息

作者简介:
王明(1987-)，女，河北衡水人，副教授，工学博士，E-mail：m_wang@cauc.edu.cn

通讯作者:
程怀磊(1993-)，男，山东枣庄人，副教授，博士生导师，工学博士，E-mail：chl6218@tongji.edu.cn

中图分类号: U414
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- 文章访问数: 19
- HTML全文浏览量: 6
- PDF下载量: 2
- 被引次数: 0
出版历程
- 收稿日期: 2025-11-25
- 录用日期: 2026-03-20
- 修回日期: 2026-01-06
- 刊出日期: 2026-08-28

Formulation design and performance evaluation of MMA-based anti-skid coating for airport pavements based on texture reconstruction

1.
School of Transportation Science and Engineering, Civil Aviation University of China, Tianjin 300300, China
2.
Key Laboratory of Road and Traffic Engineering of Ministry of Education, Tongji University, Shanghai 201804, China
3.
Beijing Hengyudegu Materials Co., Ltd., Beijing 102200, China

Funds:

National Natural Science Foundation of China 52308469

National Natural Science Foundation of China 52578527

Matching Special Project of National Natural Science Foundation of China 3122024PT19

Scientific Research Program of Tianjin Municipal Education Commission 2021KJ056

More Information

Corresponding author: CHENG Huai-lei, associate professor, PhD, E-mail: chl6218@tongji.edu.cn

Article Text (Baidu Translation)

摘要

摘要: 以纹理重塑为目标，主要采用甲基丙烯酸甲酯(MMA)、2种固化剂以及石英砂、碳化硅、棕刚玉3种优质骨料，设计了4种用于水泥混凝土道面的MMA基修复涂层。该涂层由界面层和功能层双层组成，界面层的质量比MMA∶粉状过氧化苯甲酰(BPO)为25∶1，性能层MMA∶粉状BPO∶液体固化剂∶骨料为100∶1∶3.3∶30；从纹理重塑状态、界面粘结强度、抗冻耐久性对MMA基修复涂层进行了性能评价。研究结果表明：在纹理重塑状态方面，与无涂层试样(混凝土拉毛纹理)相比，MMA涂层的纹理高度、均值断面深度以及斜率谱密度(特征波长为0.1 mm)分别提升3、7.5、23倍；添加MMA涂层后，混凝土基准板BPN值增大约1倍，且其与均值断面深度(MPD)相关性良好(R²=0.85)，这证明了不同测试尺度抗滑性能表征结果的一致性；在界面粘接强度方面，4种MMA基涂层的3、24 h拉拔强度分别集中在3.47~4.46、3.70~4.76 MPa，说明MMA涂层不但固化速度快且与混凝土界面粘接性能优异，这源于MMA与混凝土界面交互的物理嵌锁行为、化学键合作用和环境适应机制；在抗冻耐久性方面，经150次冻融循环，无涂层试样出现了大面积露骨现象，而MMA基涂层试样经300次冻融循环后，涂层脱落面积仍小于1%，且混凝土试样表观状态完好，说明了涂层抗冻防护性良好。可见，本研究设计的MMA基涂层具有丰富的纹理构造、优异的界面粘接性能以及良好的冻融防护能力，为水泥混凝土道面的抗滑修复、韧性提升技术研究提供新材料储备与思路借鉴。
- 机场道面 /
- MMA基涂层 /
- 纹理重塑 /
- 抗滑性能 /
- 界面性能 /
- 冻融
Abstract: To achieve texture reconstruction, four types of MMA-based repair coatings for cement concrete pavements were designed by mainly using methyl methacrylate (MMA), two curing agents, and three high-quality aggregates including quartz sand, silicon carbide, and brown fused alumina. The coating consists of a double-layer structure: an interface layer and a functional layer. The mass ratio of the interface layer of MMA∶powdered benzoyl peroxide (BPO) is 25∶1, while that of the functional layer of MMA∶powdered BPO∶liquid curing agent∶aggregate is 100∶1∶3.3∶30. The performance of the MMA-based repair coatings was evaluated in terms of texture reconstruction state, interfacial bonding strength, and freeze-thaw durability. Research results indicate that in terms of texture reconstruction state, compared with the uncoated specimens (concrete roughened texture), the texture height, mean profile depth, and slope spectral density (characteristic wavelength=0.1 mm) of the MMA-coated specimens increase by 3, 7.5, and 23 times, respectively. After applying the MMA coating, the BPN of the concrete reference slab approximately doubles, and it has a good correlation with the mean profile depth (MPD) (R²=0.85), which verifies the consistency of skid resistance characterization results at different test scales. In terms of interfacial bonding strength, the pull-off strengths of the four MMA-based coatings at 3 and 24 h are concentrated in 3.47-4.46 and 3.70-4.76 MPa, respectively. This indicates that the MMA coatings not only have a fast curing speed but also exhibit excellent interfacial bonding performance with concrete, which is attributed to the physical interlocking behavior, chemical bonding interaction, and environmental adaptation mechanism of the interface interaction between MMA and concrete. In terms of freeze-thaw durability, after 150 freeze-thaw cycles, the uncoated specimens show extensive aggregate exposure; in contrast, after 300 freeze-thaw cycles, the coating peeling area of the MMA-based coating specimens is still less than 1%, and the concrete specimens maintain a sound apparent state, which demonstrates the good freeze-thaw protection performance of the coatings. Therefore, the designed MMA-based coatings possess abundant texture structures, excellent interfacial bonding performance, and good freeze-thaw protection capacity, providing new material reserves and reference ideas for the research on skid resistance repair and toughness improvement technologies of cement concrete pavements.
- airport pavement /
- MMA-based coating /
- texture reconstruction /
- anti-skid performance /
- interface performance /
- freeze-thaw

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图 1 MMA涂层制备流程

Figure 1. Preparation process of MMA coating

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图 2 不同骨料类型的MMA涂层

Figure 2. MMA coatings with different aggregate types

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图 3 AMES设备成像原理及扫描场景

Figure 3. Imaging principle and scanning scenario of AMES equipment

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图 4 平均断面深度计算模型

Figure 4. Calculation model of average mean profile depth

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图 5 摆式摩擦因数测定仪

Figure 5. Tester of pendulum friction coefficient

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图 6 拉拔试样及测试场景

Figure 6. Pull-out specimens and testing scenarios

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图 7 冻融循环试验箱

Figure 7. Freeze-thaw cycle test chamber

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图 8 不同涂层材料的纹理高度图像

Figure 8. Texture height images of different coating materials

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图 9 涂层前后的MPD图像

Figure 9. MPD images before and after coating application

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图 10 MPD统计结果

Figure 10. Statistical results of MPD

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图 11 不同MMA涂层的SSD

Figure 11. SSD of different MMA coatings

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图 12 BPN表征结果及与MPD相关性

Figure 12. BPN characterization results and their correlation with MPD

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图 13 MMA-混凝土界面交互机制

Figure 13. Interaction mechanism of MMA-concrete interface

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图 14 不同固化时间涂层的拉拔力-时间曲线

Figure 14. Pull-out force-time curves of coatings with different curing times

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图 15 拉拔试样破坏状态断面

Figure 15. Cross-section of pull-out specimen failure state

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图 16 不同固化时间MMA涂层的拉拔强度

Figure 16. Pull-out strength of MMA coatings with different curing times

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图 17 冻融循环次数对涂层外观状态的影响

Figure 17. Influence of freeze-thaw cycle number on coating appearance state

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表 1 MMA乳液主要技术指标

Table 1. Main technical indicators of MMA emulsion

颜色	黏度/(Pa·s)	密度/(g·cm^-3)	固化后拉伸强度/MPa	工作温度/℃
白色	40~60	0.96~1.01	20.7~24.1	-54~121

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表 2 骨料主要技术指标

Table 2. Main technical indicators of aggregates

指标	(粗/细)石英砂	碳化硅	棕刚玉
化学成分	SiO₂	SiC	Al₂O₃
莫氏硬度	7	9.5	9
耐磨性	中	极高	高
成本	低	高	中
适用场景	常规防滑、经济需求	极端耐磨、高温环境	重载、抗冲击区域

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表 3 骨料粒度参数

Table 3. Aggregate gradation parameters

骨料	D_v(10)/mm	D_v(50)/mm	D_v(90)/mm	细度模数
粗石英砂	0.82	1.57	2.20	3.74
碳化硅	0.33	0.45	0.57	2.00
棕刚玉	0.33	0.46	0.60	2.08
细石英砂	0.11	0.34	0.57	1.41

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表 4 试件质量损失百分比

Table 4. Percentage of specimen mass loss %

涂层情况	不同循环次数的质量损失百分比
涂层情况	50	150	300
无涂层	0.1	4.2
粗石英砂	0.0	0.0	0.2
碳化硅	0.0	0.0	0.0
棕刚玉	0.0	0.0	0.1
细石英砂	0.0	0.0	0.2

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