期刊文献+

聚丙烯纤维对水泥基泡沫材料性能影响 被引量:4

Influence of Polypropylene Fiber on the Properties of Cement-based Material
下载PDF
导出
摘要 利用快硬硫铝酸盐水泥和引气剂、减水剂、稳泡剂以及短切聚丙烯纤维制备水泥基泡沫材料,研究了聚丙烯纤维掺量对材料表观密度、抗压强度、孔隙率以及孔结构和压折比的影响。结果表明,表观密度随纤维掺量增加而线性增大,当纤维掺量由0增加至0.25%时,表观密度增大了26.7%。对于抗压强度存在最佳纤维掺量,当掺量为0.15%时,抗压强度达到最大值。纤维掺量增加有利于材料韧性提高,但不利于封闭孔隙的形成,当纤维掺量由0.2%增大至0.25%时,压折比降低了14.4%,"体积吸水率与孔隙率比"增大了59.2%。 Cement-based foam materials were prepared by using rapid-hardening sulphate aluminate cement, foaming agent, plasticizer, foam-stabilizer and short polypropylene fiber. Under different fraction of polypropylene fiber, the properties of apparent density, compress strength, porosity, pore structure and the ratio of compressive strength to flexural strength were studied. The results show that the porosity of foam material increases 26.7% when fiber mass fraction increases from 0 to 0.25% and the optimal value of fiber mass fraction is 0. 15% for achieving the maximum of compress strength. Additionally, test results show that the increase of fiber mass fraction can increase the pore connectivity, but help to improve the toughness of material.
出处 《硅酸盐通报》 CAS CSCD 北大核心 2015年第4期909-913,共5页 Bulletin of the Chinese Ceramic Society
基金 国家自然科学基金(51278419) 陕西省科学技术研究发展计划项目(2011K07-33) 陕西省教育厅自然科学金(2013JK0945)
关键词 水泥基泡沫材料 聚丙烯纤维 抗压强度 孔结构 压折比 cement-based foam material polypropylene fiber compressive strength pore structure ratioof compressive strength to flexural strength
  • 相关文献

参考文献15

  • 1Garcia H,Maidla J E E,Onan D L.Annular pressure predictions throughout foam cement operations[C].SPE 25439,1993.
  • 2刘义生,温大维.应用泡沫水泥治理特大顶板垮落空硐[J].煤炭科学技术,2004,32(12):33-35. 被引量:5
  • 3胡焕校,罗玮,唐良智,彭春雷,夏凌云.轻质泡沫水泥注浆材料的应用研究[J].中南林业科技大学学报,2011,31(2):82-85. 被引量:4
  • 4赵永峰,段海娟,赵金城,于彦飞.在建高层建筑外保温材料立体燃烧的火灾蔓延规律[J].消防科学与技术,2013,32(12):1319-1323. 被引量:11
  • 5Akthar F K,Evans J R G.High porosity(>90%)cementitious foams[J].Cement and Concrete Research,2010,40:352-358.
  • 6Zhang Y M,Chen S X,C B.Dry shrinkage,frost resistance and permeability of rubber included concrete[J].Key Engineering Materials,2006,302-303:120-124.
  • 7Li V C.High performance fiber reinforced ementitious composites as durable material for concrete structure repair[J].UR,2004,10(10):163-180.
  • 8Cengiz O,Turani I L.Comparative evaluation of steel mesh,steel fibre and high fibre reinforced shotcrete in panel test[J].Cement and Concrete,2003,(12):1701-1707.
  • 9Sebok T,Stranel O.Wear resistance of polymer-impregnated mortars and concrete[J].Cement and Concrete Research,2004,34(10):1853-1858.
  • 10Beeldens A,Van G.From microstructure to macrostructure:An integrated model of structure formation in polymer modified concrete[J].Materials and Structures/Materiauxet Constructions,2005,38(280):601-607.

二级参考文献11

共引文献19

同被引文献31

引证文献4

二级引证文献10

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