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Waterproofing performance of waterstop with adhesive bonding used at joints of underground concrete structures

机译:地下混凝土结构节点胶粘剂止水带的防水性能

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Waterstop is a typically used waterproofing material to prevent water leakage through the joints where consecutive concrete casting is not possible during the construction of underground concrete structures. A conventional waterstop, however, frequently allows for water passage through the interface between a waterstop and concrete under a high water-pressure environment owing to a deep excavation depth and high groundwater table. An alternative solution proposed in this study is to use artificial adhesive bonding between the waterstop and concrete using double-sided adhesive tape to actively prohibit water leakage through joints under a high hydrostatic pressure. The performance of the proposed waterproofing system was experimentally evaluated and compared with the control system (without adhesive). The results indicated that the adhesive bonding type resisted water migration under the pressure head of 30 m, whereas the conventional waterstop could not effectively waterproof even at the pressure head of 10 m in the soundly constructed cementitious composite structures. In addition, the peel strength, which is the bonding strength between the adhesive tape and cementitious composite, was measured to quantify the effect of surface contamination of the waterstop on the interface bonding strength. The adhesive tape on the surface of the waterstop was "contaminated" by either or both sand and bentonite slurry for the peel strength test. The results indicate that the surface contamination of the waterstop does not induce a meaningful reduction in the bonding strength for the tested conditions. (C) 2019 Elsevier Ltd. All rights reserved.
机译:止水带是一种常用的防水材料,可防止在地下混凝土结构施工期间无法连续浇筑混凝土的情况下通过接缝漏水。然而,由于深的开挖深度和高的地下水位,在高水压环境下,常规的止水带经常允许水通过止水带和混凝土之间的界面。本研究中提出的另一种解决方案是在止水带和混凝土之间使用人造胶粘剂,并使用双面胶粘带主动阻止在高静水压力下通过接缝漏水。通过实验评估了所提出的防水系统的性能,并与控制系统(无粘合剂)进行了比较。结果表明,在结构合理的胶结复合结构中,胶粘剂型在30 m的压头下可以抵抗水的迁移,而常规的止水带即使在10 m的压头下也不能有效地防水。另外,测量剥离强度,即胶带和水泥复合材料之间的粘合强度,以量化止水剂的表面污染对界面粘合强度的影响。止水表面上的胶带被沙子和膨润土浆液之一或两者“污染”以进行剥离强度测试。结果表明,在测试条件下,止水带的表面污染不会引起粘结强度的显着降低。 (C)2019 Elsevier Ltd.保留所有权利。

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