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张俊涛, 戚颖楠, 杨友志, 柯 雨, 张梦溪.橡胶改性碳纤维-多壁碳纳米管水泥复合材料性能试验与分析水资源与水工程学报[J].,2023,34(6):130-138
橡胶改性碳纤维-多壁碳纳米管水泥复合材料性能试验与分析
Performance experimental analysis of rubber-modified cement composite reinforced by carbon fiber and multi-walled carbon nanotubes
  
DOI:10.11705/j.issn.1672-643X.2023.06.16
中文关键词:  水泥基复合材料  多壁碳纳米管  碳纤维  橡胶  电学性能  力学性能  抗冻性能
英文关键词:cement-based composite  multi-walled carbon nanotube  carbon fiber  rubber  electrical property  mechanical property  frost resistance
基金项目:国家自然科学基金项目(U2006223)
作者单位
张俊涛, 戚颖楠, 杨友志, 柯 雨, 张梦溪 (天津大学 建筑工程学院 天津 300350) 
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中文摘要:
      水泥基复合材料已推广应用于水利工程中,探究其耐久性能是保证高寒地区高混凝土坝安全的关键。将碳纤维与多壁碳纳米管双导电相填料加入水泥材料,从导电性能、力学性能和抗冻性能3个方面研究其作用效果。同时,为充分利用废弃资源,将废弃轮胎制备成橡胶集料加入试件用于力学性能和抗冻性能的试验分析。试验结果表明:当碳纤维与多壁碳纳米管掺量为0.25%时,导电相填料对水泥复合材料的电阻率改变最为明显,在掺量为0.3%时复合材料的电阻率最低,同时,不同外加电场对电阻率的影响可以忽略不计;当碳纤维和多壁碳纳米管的掺量为0.3%、橡胶掺量为30%时,复合材料的抗冻性能最佳,此时,力学性能也满足工程应用需求,抗折和抗压强度分别超过7 MPa和30 MPa。研究结果为提升高寒地区混凝土结构的性能提供了新的技术手段。
英文摘要:
      With the widespread utilization of cement-based composites in water conservancy projects, a paramount focus lies in exploring their durability to ensure the safety of high concrete dams in alpine terrains. This research embarked on an exploration by incorporating carbon fiber and multi-walled carbon nanotube double conductive phase fillers into the cement matrix, investigating their impact from three perspectives, namely, electrical conductivity, mechanical property and frost resistance. Simultaneously, in a sustainable approach of harnessing waste resources, discarded rubber was integrated into the experimental analysis to evaluate its contributions to the mechanical property and frost resistance of the composite. The experimental results showed that the resistivity of the cement-based composite was most significantly changed when the dosage of carbon fiber and multi-walled carbon nanotubes was 0.25%, whereas it reached the lowest when the dosage was 0.3%. Meanwhile, the effect of different applied electric fields on the resistivity was negligible. When the dosage of carbon fiber and multi-walled carbon nanotubes was 0.3% and that of the rubber was 30%, the composite material had the best frost resistance, and the mechanical properties also met the requirements of engineering applications, with flexural and compressive strengths exceeding 7 MPa and 30 MPa, respectively. These findings usher in innovative technical avenues for enhancing the performance of expansive concrete structures in alpine regions.
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