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A cement paste–tail sealant interface modified with a silane coupling agent for enhancing waterproofing performance in a concrete lining system

机译:用硅烷偶联剂改性的水泥浆-尾巴密封剂界面,可增强混凝土衬砌系统的防水性能

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Although hydrophobic surface coating of concrete is currently used to enhance waterproofing performance of underground structures, the chemical and mechanical incompatibility between an inorganic cement and organic coating makes it a challenge to ensure long-term waterproofing properties of underground facilities, especially for tunnel lining systems. This study explores the feasibility of using a silane coupling agent to improve compatibility between the cement and tail sealant interface, which aims to reduce the water leakage risk of lining systems. The enhanced waterproofing performance of the cement–tail sealant interface modified with the silane agent was confirmed by its hydrophobicity ( i.e. reduced wetting ability) and reduced permeability, which was evaluated by static water-contact angle and impermeability pressure measurements. The processes underlying the enhanced waterproofing performance of the cement–tail sealant interface were revealed by chemical bonding, microstructure and porosity characterization. Fourier transform infrared spectroscopy (FTIR) results of the cement–tail sealant interface confirm the reactions between the silane agent and cement hydration products, while both microstructure and porosity results reveal that the cement–tail sealant interface is denser and less porous, relative to the control cement grout.
机译:尽管混凝土的疏水表面涂层目前用于增强地下结构的防水性能,但是无机水泥与有机涂层之间的化学和机械不相容性对确保地下设施(尤其是隧道衬砌系统)的长期防水性能提出了挑战。本研究探讨了使用硅烷偶联剂改善水泥与尾部密封胶界面之间的相容性的可行性,目的是降低衬砌系统的漏水风险。用硅烷剂改性的水泥-尾气密封剂界面具有增强的防水性能,这是通过其疏水性(即降低的润湿能力)和降低的渗透性来证实的,这可以通过静态水接触角和抗渗压力测量来评估。通过化学键合,微观结构和孔隙度表征揭示了水泥-尾气密封胶界面增强防水性能的过程。水泥-尾气密封剂界面的傅里叶变换红外光谱(FTIR)结果证实了硅烷试剂和水泥水合产物之间的反应,而微观结构和孔隙率结果均表明,水泥-尾气密封剂界面相对于硅藻土来说更致密,孔隙更少。控制水泥浆。

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