用于海洋混凝土基础设施的高耐久性、低碳和低成本纳米工程混凝土

IF 10.8 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Tong Sun , Xinyue Wang , Ashraf Ashour , Shuoxuan Ding , Luyu Li , Baoguo Han
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引用次数: 0

摘要

传统混凝土能够满足海洋基础设施的力学要求,但耐久性较差。本研究采用纳米工程技术,在不增加水泥用量的情况下,提高中低强度混凝土的抗氯离子渗透能力,使其与高强度混凝土相当,从而解决海洋混凝土基础设施的耐久性挑战。同时,纳米工程混凝土也有望降低混凝土结构在整个生命周期内的成本和二氧化碳排放。为此,研究了纳米填料对混凝土耐久性和微观结构的影响及其机理。此外,还对纳米工程混凝土的二氧化碳排放、成本和可持续性进行了评估。结果表明,少量纳米填料显著抑制氯离子渗入混凝土,且不增加水泥掺量;加入纳米填料的混凝土氯离子扩散系数低至3.90×10-12 m/s,比空白混凝土降低62.8%。此外,纳米填料通过诱导水化产物形成短棒状、块状和片状,有效地细化了混凝土的微观结构。掺入纳米填料后,水泥砂浆与砾石、水泥浆与河砂界面过渡区厚度分别减小40.7% ~ 55.9%、36.1% ~ 47.4%,孔隙率分别减小8.7% ~ 17.8%。与传统混凝土相比,纳米工程混凝土在生产过程中的成本和二氧化碳排放量分别降低18.1% ~ 27.8%和14.4% ~ 22.2%。这些研究结果表明,纳米工程混凝土可以作为一种可行的建筑材料,具有合理的强度,高耐久性,低碳足迹和低成本的海洋混凝土基础设施。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
High-durability, low-carbon, and low-cost nano-engineered concrete for marine concrete infrastructures
Traditional concrete fulfills the mechanical requirements for marine infrastructures but lacks durability. This study employed nano-engineering techniques to address the durability challenges in marine concrete infrastructures by enhancing the chloride ions penetration resistance of low- and medium-strength concrete to be comparable to that of high-strength concrete without increasing cement dosage. Meanwhile, nano-engineered concrete is also expected to reduce the cost and CO2 emissions of concrete structures over the life cycle. For this purpose, the effect and mechanisms of nanofillers on the durability and microstructures of concrete were investigated. Moreover, CO2 emission, cost, and sustainability of nano-engineered concrete were evaluated. The results indicated that a small content of nanofillers remarkably inhibited the penetration of chloride ions into concrete, without increasing cement content. The chloride ions diffusion coefficient of concrete with nanofillers is as low as 3.90 × 10−12 m2/s, representing a reduction of 62.8% compared to blank concrete. Moreover, nanofillers effectively refine the concrete microstructure by inducing hydration products into short rods, blocks, and lamellae. The thickness of the interfacial transition zones (ITZs) between cement mortar and gravel as well as cement paste and river sand decreases by 40.7%–55.9%/36.1%–47.4%, respectively, while the porosity of ITZs decreases by 8.7%–17.8%, after adding nanofillers. In addition, the cost and CO2 emission of nano-engineered concrete during production are reduced by 18.1%–27.8% and 14.4%–22.2%, respectively, compared to traditional concrete. These findings demonstrate that nano-engineered concrete can serve as a viable construction material with reasonable strength, high durability, low carbon footprint, and low cost for marine concrete infrastructures.
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来源期刊
Cement & concrete composites
Cement & concrete composites 工程技术-材料科学:复合
CiteScore
18.70
自引率
11.40%
发文量
459
审稿时长
65 days
期刊介绍: Cement & concrete composites focuses on advancements in cement-concrete composite technology and the production, use, and performance of cement-based construction materials. It covers a wide range of materials, including fiber-reinforced composites, polymer composites, ferrocement, and those incorporating special aggregates or waste materials. Major themes include microstructure, material properties, testing, durability, mechanics, modeling, design, fabrication, and practical applications. The journal welcomes papers on structural behavior, field studies, repair and maintenance, serviceability, and sustainability. It aims to enhance understanding, provide a platform for unconventional materials, promote low-cost energy-saving materials, and bridge the gap between materials science, engineering, and construction. Special issues on emerging topics are also published to encourage collaboration between materials scientists, engineers, designers, and fabricators.
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