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硅酸盐通报 ›› 2018, Vol. 37 ›› Issue (2): 533-540.

• • 上一篇    下一篇

压蒸条件下花岗岩石粉对UHPC性能的影响

耿春东;丁庆军;刘勇强;胡曙光;陈宝春   

  1. 武汉理工大学硅酸盐建筑材料国家重点实验室,武汉,430070;福州大学土木工程学院,福州,350108
  • 出版日期:2018-02-15 发布日期:2021-01-18
  • 基金资助:
    国家自然科学基金重点项目(U1305245)%国家重点基础研究发展计划(973计划)(2015CB655101)

Effects of Granite Powder on the Performance of Ultra High Performance Concrete under Autoclaved Condition

GENG Chun-dong;DING Qing-jun;LIU Yong-qiang;HU Shu-guang;CHEN Bao-chun   

  • Online:2018-02-15 Published:2021-01-18

摘要: 研究了在压蒸条件下花岗岩石粉取代石英粉掺量对超高性能混凝土力学性能(3d、180 d抗压/抗折强度)和微观结构(水化产物、C-S-H凝胶平均分子链长)的影响,并探明两者之间的关系.XRD、SEM-EDS、29Si NMR测试结果表明:3 d、180 d胶凝浆体水化产物主要为低钙硅比、本征强度较高的tobermorite晶体.随着花岗岩石粉取代率增加,混凝土抗压/抗折强度先增加后减小,当取代率为50%时,其180 d抗压强度≥190 MPa、抗折强度≥40MPa;且随着取代率的增加,C-S-H凝胶平均分子链长降低、Al[4]/Si增加;在相同取代率时,平均分子链长为180d>3d,Al[4]/Si为180 d<3 d.高温和高压条件下,C-S-H凝胶平均分子链长不是混凝土性能的单一影响因素,混凝土抗压强度与C-S-H凝胶平均分子链长不直接相关.

关键词: 花岗岩石粉;超高性能混凝土;力学性能;微观结构

Abstract: The effects of granite powder substituted quartz powder on the mechanical properties (3 d,180 d compressive and flexural strength) and microstructure (hydration product,C-S-H gel average molecular chain length) of ultra high performance concrete under autoclaved curing conditions were studied.And the relationship between them were verified.The results of XRD,SEM-EDS and 29Si NMR show that the hydration products of 3 d and 180 d are mainly tobermorite crystals with low calcium silicon ratio and high intrinsic strength.With the increasing of the substitution rate of granite powder,the compressive and flexural strength of concrete increase first and then decrease.When the substitution rate is 50%,the compressive strength is over 190 MPa and tne flexural strength is over 40 MPa under the ages of 180 d.And the average molecular chain length of C-S-H gel decrease,Al[4]/Si increase with the increasing of the substitution rate.The average molecular chain length is 180 d >3 d,and Al[4]/Si is 180 d <3 d at the same substitution rate.Under high temperature and high pressure conditions,the average molecular chain length of C-S-H gel is not a single factor of concrete performance.The compressive strength of concrete is not directly related to the average molecular chain length of C-S-H gel.

Key words: granite powder;ultra high performance concrete;mechanical property;microstructure

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