新型建筑材料2024,Vol.51Issue(11) :30-34,66.

不同搅拌方式下多壁碳纳米管对UHPC力学性能的影响研究

Study on the influence of MWCNTs on UHPC mechanical properties under different mixing methods

周蠡 殷建刚 刘福财 肖敏
新型建筑材料2024,Vol.51Issue(11) :30-34,66.

不同搅拌方式下多壁碳纳米管对UHPC力学性能的影响研究

Study on the influence of MWCNTs on UHPC mechanical properties under different mixing methods

周蠡 1殷建刚 2刘福财 3肖敏3
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作者信息

  • 1. 国网湖北省电力有限公司经济技术研究院,湖北武汉 430077
  • 2. 国网湖北省电力有限公司,湖北武汉 430048
  • 3. 广东盖特奇新材料科技有限公司,广东清远 511600
  • 折叠

摘要

研究双卧轴搅拌和振动搅拌2种搅拌方式对掺入多壁碳纳米管(MWCNTs)的超高性能混凝土(UHPC)拌合物性能和力学性能的影响,结果表明,掺入MWCNTs后,UHPC的拌合物性能在双卧轴搅拌时明显降低,在振动搅拌时变化不大;采用双卧轴搅拌和振动搅拌,掺入MWCNTs均能一定程度提高UHPC的轴心抗压、弹性极限轴心抗拉及抗弯性能,且振动搅拌的效果更优;采用振动搅拌,MWCNTs掺量为0.05%时,与空白组相比,UHPC的轴心抗压、轴心抗拉及抗弯强度分别提高了 3.0%、30.0%、38.0%,弯曲韧性指数I5、I10、I20分别增大了 50.8%、71.6%、85.6%,弯曲韧性比提高了 63.7%,MWCNTs具有很好的增强增韧效果.

Abstract

The study investigates the effects of two mixing methods,dual-shaft mixing and vibration mixing,on the performance and mechanical properties of ultra-high-performance concrete(UHPC)incorporating multi-walled carbon nanotubes(MWCNTs).The results indicate that the workability of UHPC significantly decreases when mixed with dual-shaft mixers after the addition of MWCNTs,while it remains relatively unchanged with vibration mixing.Both dual-shaft and vibration mixing methods can improve the compressive strength,tensile strength,and flexural performance of UHPC to some extent when MWCNTs are incorporated,with vibration mixing showing superior results.When using vibration mixing and incorporating 0.05%MWCNTs,the compressive strength,tensile strength,and flexural strength of UHPC increased by 3.0%,30.0%,38.0%respectively compared to the control group.The flexural toughness indices I5,I10,I20 increased by 50.8%,71.6%,85.6%respectively,and the flexural toughness ratio improved by 63.7%.MWCNTs have shown excellent reinforcing and toughening effects.

关键词

多壁碳纳米管/双卧轴搅拌/振动搅拌/超高性能混凝土/力学性能

Key words

multi-walled carbon nanotubes/dual-shaft mixing/vibrating mixing/UHPC/mechanical performance

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出版年

2024
新型建筑材料
中国新型建筑材料工业杭州设计研究院

新型建筑材料

CSTPCD
影响因子:0.569
ISSN:1001-702X
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