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Research on water transport behaviors and hydration characteristics of internal curing pavement concrete

机译:内固化路面混凝土水运行为及水化特性研究

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摘要

This paper presents the influence of internal curing agent (super absorbent polymer, SAP) on the water transport behaviors and hydration characteristics of pavement concrete. The H-1 nuclear magnetic resonance (NMR) test was performed to quantitatively analyze the transformation rule of different forms of water, and the variation rule of relative humidity in different vertical depths of concrete slab was also studied. Moreover, the isothermal calorimetry and thermogravimetry method were adopted to study the hydration process of internal curing pavement concrete. The flexural strength of specimens with SAPs were evaluated by the four-point bending method. Finally, the enhancement mechanism of SAP on the properties of pavement concrete was revealed through analyzing the water transport behaviors, hydration characteristics and microstructure characteristics. The results show that specimens with SAPs of smaller particle size could keep the humidity compensating and hydration enhancing process for a long time. The humidity gradient in the slab could be significantly reduced that might mitigate the humidity warping stress distributed in the slab. Although SAP delayed the hydration process of binding materials in the early age, it could greatly improve the hydration degree in the long term, which helps improving the crack resistance and the compactness of pavement concrete. The adhesion of aggregate-cement matrix interfacial transition zone (ITZ) and the compactness of microstructure was improved during the internal curing process. (C) 2020 Elsevier Ltd. All rights reserved.
机译:本文介绍了内固化剂(超吸收性聚合物,SAP)对路面混凝土水运输行为和水化特性的影响。进行H-1核磁共振(NMR)测试以定量分析不同形式的水的转化规则,还研究了混凝土板不同垂直深度的相对湿度的变化规律。此外,采用了等温热量测定法和热重法测定了内部固化路面混凝土的水合过程。通过四点弯曲法评估具有SAP的标本的弯曲强度。最后,通过分析水运输行为,水合特性和微观结构特性,揭示了SAP对路面混凝土性能的增强机制。结果表明,具有较小粒径的SAP的标本可以保持湿度补偿和水合增强过程长时间。板坯中的湿度梯度可以显着降低,这可能会减轻分布在板中的湿度翘曲应力。虽然SAP延迟了休息时间的粘合材料的水合过程,但它可以大大提高长期水合度,这有助于提高路面混凝土的抗裂性和致密性。在内部固化过程中,改善了聚集水泥基质界面界面(ITZ)和微观结构紧凑性的粘附性。 (c)2020 elestvier有限公司保留所有权利。

著录项

  • 来源
    《Construction and Building Materials》 |2020年第jul10期|118714.1-118714.15|共15页
  • 作者单位

    Foshan Univ Sch Transportat & Civil Engn & Architecture Adv & Sustainable Infrastruct Mat Grp Foshan 528225 Guangdong Peoples R China|Changan Univ Sch Highway Xian 710064 Shaanxi Peoples R China;

    Changan Univ Sch Highway Xian 710064 Shaanxi Peoples R China;

    Changan Univ Sch Highway Xian 710064 Shaanxi Peoples R China;

    Foshan Univ Sch Transportat & Civil Engn & Architecture Adv & Sustainable Infrastruct Mat Grp Foshan 528225 Guangdong Peoples R China;

    Changan Univ Sch Highway Xian 710064 Shaanxi Peoples R China;

    Foshan Univ Sch Transportat & Civil Engn & Architecture Adv & Sustainable Infrastruct Mat Grp Foshan 528225 Guangdong Peoples R China;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Internal curing; Pavement concrete; Water transport behaviors; Hydration characteristics; Flexural strength; Enhancement mechanism;

    机译:内部固化;路面混凝土;水运输行为;水合特性;弯曲强度;增强机制;

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