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浸渍碳化:二氧化碳引导下在混凝土表面原位生长坚固的超疏水结构

Impregnate Carbonation: CO-Guided In Situ Growth of Robust Superhydrophobic Structures on Concrete Surfaces.

作者信息

Jiang Long, Ma Zihan, Gu Zhenjiang, Shen Peiliang, Tao Yong, Li Weihua, Poon Chi-Sun

机构信息

Department of Civil and Environmental Engineering& Research Centre for Resources Engineering towards Carbon Neutrality, The Hong Kong Polytechnic University, Hong Kong, 999077, Hong Kong.

Institute of Chemistry, Henan Academy of Sciences, Zhengzhou, 450046, P. R. China.

出版信息

Adv Mater. 2024 Oct;36(40):e2405492. doi: 10.1002/adma.202405492. Epub 2024 Aug 23.

DOI:10.1002/adma.202405492
PMID:39177200
Abstract

Superhydrophobic surfaces applying on concrete can greatly improve the durability of concrete by preventing the damage from water. However, traditional design of superhydrophobic concrete surfaces by external coating encounters to problems of flaking and poor surface robustness, while that by adding hydrophobic agents or particles faces the challenges of strength damage of concrete. Drawing inspiration from the carbonation phenomenon of concrete, here a new design of in situ growing superhydrophobic structures on concrete is proposed: The concrete sample is impregnated into Mg-containing silane-water system with continuous CO injection. The contact angle of the concrete surface achieves 171.9° without obvious strength decrease after 120 min, which are mainly attributed to the formation of CaMgCO crystals with micro-nano-structures and the reduction of carbonates surface energy by silane. This superhydrophobic concrete structure can be divided into a superhydrophobic-hydrophobic-hydrophilic three layers structure, providing the stable water-proof protection under mechanical fatigue, capillary water absorption, UV aging, sulfate attack, and impurity water impact tests due to the in situ growing robust superhydrophobic structures. Furthermore, it captures 29.80 g m CO during the reaction process, providing new insights for the design and preparation of eco-friendly superhydrophobic concrete.

摘要

应用于混凝土的超疏水表面可通过防止水的破坏来大大提高混凝土的耐久性。然而,传统的通过外部涂层设计超疏水混凝土表面会遇到剥落和表面坚固性差的问题,而通过添加疏水剂或颗粒则面临混凝土强度受损的挑战。从混凝土的碳化现象中获得灵感,本文提出了一种在混凝土上原位生长超疏水结构的新设计:将混凝土样品浸渍到含镁硅烷 - 水体系中并持续注入二氧化碳。120分钟后,混凝土表面的接触角达到171.9°,且强度无明显下降,这主要归因于具有微纳结构的CaMgCO₃晶体的形成以及硅烷对碳酸盐表面能的降低。这种超疏水混凝土结构可分为超疏水 - 疏水 - 亲水三层结构,由于原位生长的坚固超疏水结构,在机械疲劳、毛细吸水、紫外线老化、硫酸盐侵蚀和杂质水冲击试验下提供了稳定的防水保护。此外,它在反应过程中捕获了29.80 g m⁻²的二氧化碳,为环保型超疏水混凝土的设计和制备提供了新的思路。

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