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Measurements with a New Peel Adhesion Test on Waterproof Membranes Used on Concrete Bridge Decks

机译:用新的剥离粘合力测试混凝土桥面防水膜的性能

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Interface adhesion is one of the critical performance criteria to evaluate the engineering properties of the waterproof membrane (WM) used on concrete bridge decks. The standardized methods such as the ones specified by ASTM have provided guidance to conduct interface adhesion tests. However, these methods are not specially designed for a WM used on concrete bridge decks, and ASTM D3359 is a qualitative test for evaluation of peel strength. Meanwhile, the interface adhesion is affected by a myriad of sophisticated field conditions. Accordingly, this research investigates the interface adhesion strength of the WM using a new 90° peel test. Laboratory and field tests were conducted in which the influences of peeling speed, use of subcoat, and construction temperature were taken into account. The four-point bending fatigue test on a WM was designed to account for the influences of repeated vehicle loadings on adhesion strength. Test results indicate that peel strength increases with increasing peeling speed, while it increases initially and then decreases with increasing the construction temperature of the WM and the content of subcoat. It is also found that peel strength has a linear log-log relationship with fatigue loading cycles.
机译:界面附着力是评估混凝土桥面板上防水膜(WM)工程性能的关键性能标准之一。诸如ASTM规定的标准化方法为进行界面附着力测试提供了指导。但是,这些方法不是专门为混凝土桥面板上的WM设计的,ASTM D3359是用于评估剥离强度的定性测试。同时,界面附着力受到无数复杂现场条件的影响。因此,这项研究使用新的90°剥离测试研究了WM的界面粘合强度。进行了实验室和现场测试,其中考虑了剥离速度,底漆的使用和施工温度的影响。在WM上进行的四点弯曲疲劳测试旨在解决重复加载车辆对附着强度的影响。测试结果表明,剥离强度随剥离速度的增加而增加,但随着WM的施工温度和底涂层含量的增加,剥离强度先增加然后降低。还发现剥离强度与疲劳载荷循环具有线性对数-对数关系。

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