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Research on Chloride ion Diffusion of Concrete Water-based Capillary Crystalline Waterproofer and Its Penetration Depth by Using Electron Microscope

机译:用电子显微镜研究混凝土水性毛细管晶体防水器及其渗透深度的研究及其渗透深度

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摘要

In order to improve the durability of concrete structure, studying reduction effect that water-based capillary crystalline waterproofer has on chloride ion diffusion coefficient in the concrete; analyse the inner microstructure of concrete by using electron microscope, and observe the penetration depth of waterproof agent in concrete directly. Research shows that: the water permeable crystalline waterproof agent can significantly reduce the diffusion coefficient of chloride ions in concrete, after concrete forms, the earlier brush waterproof agent, the longer it cure and its improving effect is more prominent after brushing waterproof agent, reduction rate of chloride ion diffusion coefficient in low strength concrete is higher than high-strength concrete; in good condition of water percolation, by detecting of electron microscope, it proved waterproofing agent can penetrate into internal concrete 6cm at least, the gel produced can be filled with pore and micro crack of concrete, so it can significantly improve the compactness of the whole structure.
机译:为了提高混凝土结构的耐久性,研究水基毛细管结晶防水器对混凝土中的氯离子扩散系数进行的降低效果;用电子显微镜分析混凝土的内部微观结构,并直接观察混凝土中防水剂的渗透深度。研究表明:透水结晶防水剂可以显着降低混凝土中氯离子的扩散系数,在混凝土形式,早期的刷防水剂,刷新防水剂后的效果较长,提高效果更突出,减少率低强度混凝土中氯离子扩散系数高于高强度混凝土;在良好的水渗透条件下,通过检测电子显微镜,它证明了防水剂至少可以渗透到内部混凝土中,至少可以填充混凝土的孔和微裂纹,因此可以显着提高整体的紧凑性结构体。

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