酸盐收缩纤维用于固化启动的应力,以提高混凝土的耐用性
Dryver Huston1, Mandar M Dewoolkar2, Diarmuid Gregory1
1Department of Mechanical Engineering, University of Vermont, Votey Hall, 33 Colchester Ave., Burlington, VT 05405, USA.
Materials (Basel, Switzerland)
|April 24, 2025
概括
这项研究使用缩小基托基纤维增强了混凝土的耐用性. 活性纤维显著提高了结解和化物耐受性,提供了可持续的建筑解决方案.
科学领域:
- 材料科学 材料科学 材料科学
- 土木工程 土木工程是指土木工程.
- 可持续建筑 可持续建筑
背景情况:
- 混凝土的广泛使用带来了环境挑战和耐用性限制.
- 基于酸盐的纤维为提高混凝土性能提供了一个潜在的解决方案.
研究的目的:
- 通过结合缩小基托基纤维来提高混凝土的耐用性和弹性.
- 为了评估活跃 (在固化过程中收缩) 与被动 (预先收缩) 基托纤维的有效性.
主要方法:
- 两种类型的酸盐纤维 (活性和被动) 在不同的重量百分比 (wt%) 中被纳入混凝土中.
- 使用冷解和化物透测试来评估耐用性.
- 对非钢筋混凝土和带有被动纤维的混凝土进行了比较分析.
主要成果:
- 活性纤维增强混凝土的解耐用性比被动纤维混凝土高出200%.
- 在使用活性纤维的混凝土中,化物透率显著降低.
- 盐水暴露测试显示,与被动纤维混凝土相比,活性纤维混凝土的阻力高达59%.
结论:
- 缩小基托基纤维,特别是活性纤维,大大提高了混凝土的耐用性,防止结解周期和化物入.
- 这一创新支持开发更可持续,更有弹性的建筑材料.
相关概念视频
Shrinkage in Concrete
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Shrinkage in concrete is primarily due to water loss from evaporation, hydration of cement, or carbonation, leading to a reduction in volume. The volumetric contraction results in volumetric strain in concrete. However, in practice, shrinkage is measured as linear strain, which is one-third of the volumetric strain.
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Superplasticizers
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Superplasticizers are advanced admixtures that enhance the workability of concrete by lowering the water content without compromising the strength of the material. These substances are highly effective water reducers, improving concrete flow, making it easier to work with, and enabling concrete to reach inaccessible areas or densely reinforced sections without mechanical vibration. The key components in superplasticizers are either sulfonated melamine or naphthalene formaldehyde condensates,...
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Fiber-reinforced concrete significantly enhances the structural and nonstructural properties of traditional concrete by incorporating fibers like steel, glass, and polymers. These fibers, varying from natural ones such as sisal and cellulose to manufactured ones like polypropylene and Kevlar, are mixed into hydraulic cement with aggregates. Steel fibers, often preferred for their robustness, contribute to improved ductility, toughness, and post-cracking performance. The concrete is classified...
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Drying Shrinkage
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When hardened concrete is exposed to air with a relative humidity of less than 100 percent, it begins to lose the free water within its capillaries. As this water evaporates, the water initially adsorbed onto the calcium silicate hydrates migrates towards these now empty spaces and eventually evaporates as well. Over time, as more water leaves, the volume of the concrete decreases, a phenomenon known as drying shrinkage.
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The hydration of cement takes place within the water-filled capillary pores. However, environmental elements can disrupt this process by evaporating water from the concrete surfaces. Sealed concrete with a water-cement ratio below 0.5 experiences self-desiccation, leading to water loss. The water loss in concrete is mitigated by curing. This technique involves keeping the concrete saturated to maintain the necessary temperature and moisture conditions, to optimally fill the spaces in the cement...
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Accelerators
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Accelerators in concrete serve as admixtures to speed up the hardening process, enabling the concrete to achieve early strength faster. Although accelerators do not necessarily impact the time it takes concrete to set, they reduce this time in practice. A common accelerator is calcium chloride, which is particularly useful for hastening early strength development in cold weather or for rapid repair jobs that require quick heat generation after mixing.
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