期刊文献+

地聚物/发泡聚苯乙烯复合材料的制备及性能研究 被引量:6

Preparation and property of geopolymer/EPS composite
在线阅读 下载PDF
导出
摘要 采用发泡聚苯乙烯(EPS)颗粒和煅烧高岭土制备了地聚物/EPS轻质保温复合材料,考察了环氧树脂改性前后高岭土基地聚物性能的变化,研究了EPS与高岭土质量比分别为0.5和0.65时,环氧树脂改性及掺杂大理石粉对地聚物/EPS复合材料表观密度、抗压强度、弯曲强度、导热系数、微观结构的影响。结果表明:环氧树脂改性和掺杂大理石粉有助于减少裂纹的产生,改善地聚物与EPS之间的粘结力,提高复合材料的抗压强度和弯曲强度,但会在一定程度上增大复合材料的导热系数。此外,随着EPS与高岭土质量比的增大,地聚物/EPS复合材料的表观密度、导热系数降低。EPS与高岭土质量比为0.65时,制备的地聚物/EPS复合材料表观密度、抗压强度、导热系数分别为507kg/m3、2.05MPa、0.067W/(m·K),基本满足建筑保温材料的使用要求。 The lightweight insulation geopolymer/expanded polystyrene(EPS)composites were fabricated by using EPS particles and metakaolin as raw materials.The effects of epoxy resin on the properties of metakaolin-based geopolymer were researched.Moreover,the influences of epoxy resin and marble fume on the apparent density,compressive strength,flexural strength,thermal conductivity and microstructure of geopolymer/EPS composites were also analyzed when the ratio of EPS and metakaolin was 0.5 and 0.65,respectively.The results showed that epoxy resin and marble fume can reduce the cracks and improved the compressive and flexural strength of composites.But to some extent,the thermal conductivity of composites will be increased.In addition,the apparent density and thermal conductivity of composites decreased with the increase of EPS dosage.The apparent density of geopolymer/EPS was507 kg/m3,compressive strength was 2.05 MPa and the thermal conductivity as low as 0.067 W/(m·K)when the ratio of EPS and metakaolin was 0.65,which can meets the requirements of building insulation materials.
作者 杜丽丽 Du Lili(Inner Mongolia Transportation Vocational and Technical College,Chifeng 024005)
出处 《化工新型材料》 CAS CSCD 北大核心 2020年第2期93-98,共6页 New Chemical Materials
基金 内蒙古自治区自然科学基金资助项目(2014MS0528).
关键词 发泡聚苯乙烯 地聚物 环氧树脂 导热系数 微观性能 expanded polystyrene geopolymer epoxy resin thermal conductivity microstructure
作者简介 杜丽丽(1982-),女,讲师,主要从事道路工程材料研究工作。
  • 相关文献

参考文献4

二级参考文献25

  • 1王培铭,张国防,张永明.聚合物干粉对水泥砂浆力学性能的影响[J].新型建筑材料,2005,32(1):32-36. 被引量:40
  • 2曾珍,张雄.泡沫-EPS保温砂浆的最佳配比及其性能研究[J].新型建筑材料,2005,32(12):18-21. 被引量:18
  • 3AMIANTI M,BOTARO V R.Recycling of EPS:A new methodology for production of concrete impregnated with polystyrene(CIP)[J].Cem & Concr Comp,2008,30(1):23-28.
  • 4MILED K,Le ROY R,SAB K,et al.Compressive behavior of an idealized EPS lightweight concrete:Size effects and failure mode[J].Mech of Mater,2004,36(11):1031-1046.
  • 5MILED K,SAB K,Le ROY R.Particle size effect on EPS lightweight concrete compressive strength:Experimental investigation and modeling[J].Mech of Mater,2007,39(3):222-240.
  • 6BABU D S,BABU K G,WEE T H.Properties of lightweight expanded polystyrene aggregate concretes containing fly ash[J].Cem & Concr Res,2005,35(6):1218-1223.
  • 7BABU K G,BABU D S.Behaviour of lightweight expanded polystyrene concrete containing silica fume[J].Cem & Concr Res,2003,33(5):755-762.
  • 8GB/T 11969-2008,蒸压加气混凝土性能试验方法[S].
  • 9SILVA D A,ROMAN H R,GLEIZE P J P.Evidences of chemical interaction between EVA and hydrating Portland cement[J].Cem & Concr Res,2002,32(9):1383-1390.
  • 10Edited by Davidovit J, Translated by Wang Ke-jian. Geopolymer Chemistry and Application (地聚合物化学及应用)[M]. Beijing(北京):National Defense Press (国防工业出版社), 2011.

共引文献34

同被引文献58

引证文献6

二级引证文献20

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部