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首页> 外文期刊>Construction and Building Materials >Optimization of autogenous shrinkage and microstructure for Ultra-High Performance Concrete (UHPC) based on appropriate application of porous pumice
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Optimization of autogenous shrinkage and microstructure for Ultra-High Performance Concrete (UHPC) based on appropriate application of porous pumice

机译:基于适当应用多孔浮石的超高性能混凝土(UHPC)自生收缩和微观结构的优化

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摘要

In this study, optimization of autogenous shrinkage and microstructure for Ultra-High Performance Concrete (UHPC) based on appropriate application of porous pumice is addressed. The pumices with different water absorption rates are utilized to replace river sand by 10%, 20% and 30%, and its effect on the properties of the developed UHPC is investigated. The obtained experimental results show that the inclusion of pre-wetting pumice (particle size distribution is 0.6-1.25 mm) can significantly reduce the autogenous shrinkage of UHPC, without decrease the mechanical properties. Mercury Intrusion Porosimetry and Computed Tomography results indicate that the incorporation of 0.6-1.25 mm hydrous pumice can refine the pore structure and increase the fraction of interconnected pores. Environmental Scanning Electron Microscope, Super-high Magnification Lens Zoom 3D Microscope and Electron BackScattered Diffraction images revealed that the interfacial transition zone (ITZ) skeleton between hydrous pumice and UHPC paste is obviously improved. (C) 2019 Elsevier Ltd. All rights reserved.
机译:在该研究中,解决了基于适当应用多孔浮石的超高性能混凝土(UHPC)的自生收缩和微观结构的优化。具有不同水吸收率的喇叭口用10%,20%和30%替代河砂,并研究了对发达的UHPC性能的影响。所获得的实验结果表明,包含预润湿的浮石(粒度分布为0.6-1.25mm),可以显着降低UHPC的自生收缩,而不会降低机械性能。水银入侵孔隙率和计算断层扫描结果表明,掺入0.6-1.25mm的含水浮石可以细化孔结构并增加相互连接的孔的分数。环境扫描电子显微镜,超高放大镜透镜缩放3D显微镜和电子背散射衍射图像显示,垂体过渡区(ITZ)含水浮石与UHPC浆料之间的骨架明显改善。 (c)2019 Elsevier Ltd.保留所有权利。

著录项

  • 来源
    《Construction and Building Materials》 |2019年第jul30期|369-381|共13页
  • 作者单位

    Wuhan Univ Technol State Key Lab Silicate Mat Architectures Wuhan 430070 Hubei Peoples R China|Wuhan Univ Technol Sch Mat Sci & Engn Wuhan 430070 Hubei Peoples R China;

    Wuhan Univ Technol State Key Lab Silicate Mat Architectures Wuhan 430070 Hubei Peoples R China|Wuhan Univ Technol Adv Engn Technol Res Inst Zhongshan City Xiangxing Rd 6 Zhongshan 528400 Guangdong Peoples R China;

    Wuhan Univ Technol State Key Lab Silicate Mat Architectures Wuhan 430070 Hubei Peoples R China|Wuhan Univ Technol Adv Engn Technol Res Inst Zhongshan City Xiangxing Rd 6 Zhongshan 528400 Guangdong Peoples R China;

    Wuhan Univ Technol State Key Lab Silicate Mat Architectures Wuhan 430070 Hubei Peoples R China|Wuhan Univ Technol Sch Mat Sci & Engn Wuhan 430070 Hubei Peoples R China;

    Wuhan Univ Technol State Key Lab Silicate Mat Architectures Wuhan 430070 Hubei Peoples R China|Wuhan Univ Technol Sch Mat Sci & Engn Wuhan 430070 Hubei Peoples R China;

    Wuhan Univ Technol State Key Lab Silicate Mat Architectures Wuhan 430070 Hubei Peoples R China|Wuhan Univ Technol Sch Mat Sci & Engn Wuhan 430070 Hubei Peoples R China;

    Wuhan Univ Technol State Key Lab Silicate Mat Architectures Wuhan 430070 Hubei 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

    Ultra-High Performance Concrete (UHPC); Autogenous shrinkage; Microstructure; Porous pumice stone material; Optimization;

    机译:超高性能混凝土(UHPC);自生收缩;微观结构;多孔浮石石材;优化;

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