利用嵌入式无线湿度传感器评估桥面覆盖层的抗渗性

B. Pailes, Michael C Brown, A. Foden, N. Gucunski
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引用次数: 0

摘要

覆盖层安装在混凝土桥面上,以提高乘坐质量,并且在不透水的覆盖层的情况下,还可以保护桥面免受湿气和氯化物的影响。随着时间的推移,水分和氯化物可以渗透到钢筋混凝土中,导致腐蚀的开始和发展,从而缩短结构的使用寿命。为了评估不透水覆盖层是否真的能防止水分渗入混凝土甲板,研究人员在几个桥面上安装了无线水分传感器,以监测覆盖层下方桥面的水分含量。在本研究中,监测的四种覆盖层分别是含热塑性添加剂的热拌沥青耐磨面、环氧聚合物混凝土覆盖层、含沥青耐磨面的织物增强液膜和含沥青耐磨面的薄集氨基甲酸乙酯膜。湿度传感器已安装在每个桥面的不同位置,包括靠近桥梁接缝、覆盖施工接缝、排水通道和车轮路径下。结果表明:热塑性添加剂加铺的热拌沥青磨损面仅在接缝附近有渗水现象;测量还表明,聚合物混凝土覆盖层在防止水分渗透方面是有效的。后两种覆盖层,一种是织物增强沥青膜,另一种是薄层聚氨酯,是最近安装的,根据早期的结果,可以对它们的有效性提出一些初步的结论。
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Evaluation of the Impermeability of Bridge Deck Overlays using Embedded Wireless Moisture Sensors
Overlays are installed on concrete bridge decks to improve ride quality, and in the case of impermeable overlays, also protect the deck from exposure to moisture and chlorides. Moisture and chlorides can penetrate over time into reinforced concrete, allowing for the initiation and progression of corrosion, which shorten the service life of a structure. To evaluate whether impermeable overlays are truly keeping moisture from penetrating into the concrete deck, researchers have implemented wireless moisture sensors in several bridge decks to monitor the moisture content of the deck below the overlay. In this study, the four overlays that are being monitored are a hot-mix asphalt wearing surface with a thermoplastic additive, an epoxy polymer concrete overlay, a fabric-reinforced liquid membrane with asphalt wearing surface, and a thin-set urethane membrane with an asphalt wearing surface. The moisture sensors have been installed at various locations in each deck including near the bridge joints, overlay construction joints, drainage paths, and under wheel paths. Results indicate that the hot-mix asphalt wearing surface with thermoplastic additive overlay only has moisture penetrating in regions that are near the joints. Measurements also indicate that the polymer concrete overlay has been effective at preventing the penetration of moisture. The latter two overlays, a fabric-reinforced asphalt membrane and a thin-set urethane, were recently installed and some preliminary conclusions may be offered about their effectiveness based upon early results.
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Evaluation of the Impermeability of Bridge Deck Overlays using Embedded Wireless Moisture Sensors An Artificial Intelligence Approach to Objective Health Monitoring and Damage Detection in Concrete Bridge Girders A Pattern-Based Method for Defective Sensors Detection in an Instrumented Bridge Fiber Reinforced Polymer (FRP) Composites in Retrofitting of Concrete Structures: Polyurethane Systems Versus Epoxy Systems Externally Bonded GFRP and NSM Steel Bars for Improved Strengthening of Rectangular Concrete Beam
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