高温-低湿耦合作用下面板混凝土孔隙结构动态演化规律研究
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作者单位:

1.中国水利水电第三工程局有限公司;2.西安理工大学

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中图分类号:

TV431

基金项目:

国家自然科学基金(52409175),中国博士后面上资助项目(2024M762624),国家资助博士后人员计划资助项目(GZC20241380)


Research on the Dynamic Evolution Law of Pore Structure in Panel Concrete under the Coupling Effect of High Temperature and Low Humidity
Author:
Affiliation:

1.Sinohydro Bureau Co,Ltd Power China;2.Xi’an University of Technology;3.Sinohydro Bureau Co,Ltd Power China,Xi’an

Fund Project:

the National Natural Science Foundation of China (No. 52409175), the China Postdoctoral Science Foundatiom (No. 2024M762624), and the Postdoctoral Fellowship Program (Grade C) of China Postdoctoral Science Foundation (No. GZC20241380)

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    摘要:

    面板混凝土孔隙结构是关乎面板力学特性及耐久性能的核心关键因素,为了明晰高温低湿耦合环境对面板混凝土孔隙结构的影响,基于核磁共振技术探究了高温低湿养护条件下混凝土孔隙结构的分布特征及演化规律。研究结果表明:在不同养护条件下,混凝土孔隙分布特征及演化规律存在显著差异,在标准养护条件下,混凝土内部水化反应持续且充分,孔隙率随龄期迅速下降,毛细孔与大孔逐步向凝胶孔转化,孔隙结构快速趋于致密。而在高温低湿养护下,自由水蒸发加快且后续湿度不足,导致水化反应受抑、毛细孔难以细化,大孔与微裂缝占比长期维持在高水平,使孔隙结构呈现“粗化稳定”特征,难以形成致密微结构,进而导致混凝土强度劣化和耐久性下降。研究成果为高温干旱地区混凝土面板的设计、施工和维护提供了理论依据与技术支撑,有助于保障工程安全。

    Abstract:

    The pore structure of concrete face slabs is a critical microstructural factor governing their mechanical properties and durability performance. To clarify the influence of high-temperature and low-humidity coupled environments on the pore structure of face-slab concrete, this study employed nuclear magnetic resonance (NMR) technology to investigate the distribution characteristics and evolution patterns of concrete pore structures under high-temperature and low-humidity curing conditions. The results indicate that significant differences exist in the pore distribution and evolution behavior of concrete subjected to different curing environments. Under standard curing conditions, the internal hydration reaction proceeds continuously and sufficiently, leading to a rapid decrease in total porosity with age; capillary pores and large pores gradually transform into gel pores, and the pore structure evolves rapidly toward a dense state. In contrast, under high-temperature and low-humidity curing, accelerated evaporation of free water and insufficient subsequent humidity suppress hydration reactions, hinder the refinement of capillary pores, and cause large pores and micro-cracks to persist at high levels throughout the curing process. As a result, the pore structure exhibits a “stabilized coarsening” pattern and fails to achieve a dense microstructure, ultimately contributing to strength degradation and reduced durability of the concrete. The findings of this study provide theoretical support and technical guidance for the design, construction, and maintenance of concrete face slabs in hot and arid regions, thereby contributing to enhanced engineering safety.

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  • 收稿日期:2026-01-09
  • 最后修改日期:2026-01-31
  • 录用日期:2026-04-22
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