期刊文献+

橡胶粉掺量、粒径对砂浆性能影响规律研究 被引量:5

Rubber powder content and particle size affect on the law of mortar performance
下载PDF
导出
摘要 通过在砂浆中掺入不同量、不同粒径的橡胶粉,分析了橡胶粉掺量、粒径对砂浆强度、弹性模量、极限拉伸值影响规律。在数据分析基础上,综合评价了橡胶粉掺量、粒径对砂浆抗裂性影响规律。试验结果表明:随着橡胶粉掺入量的增加强度、弹性模量逐渐降低,而极限拉伸值却随着橡胶粉掺入量的增加而增加;在相同配合比时,掺粗橡胶粉砂浆的弹性模量、抗压强度大于掺细橡胶粉砂浆,但轴拉强度、极限拉伸值却低于掺细橡胶粉砂浆;橡胶粉掺入量增加,砂浆抗裂性能提高,掺细橡胶粉砂浆的抗裂性优于掺粗橡胶粉砂浆。 The study analyzes how rubber powder content and particle size affect the mortar performance when input different amount and particle size of rubber powder into the mortar,such as strength,elastic modulus and ultimate tension.Evaluates the rubber powder content and particle size on crack resistance of mortar based on the data analysis.The results show that the mortar strength and elastic modulus will decrease with the increasing of rubber powder,while the ultimate tension goes reverse.In the condition of the same mix proportion,the elastic modulus and compressive strength of mortar mixed with coarse rubber powder are greater than the mortar mixed with fine rubber powder,but its tensile strength and ultimate tension are less.Crack resistance of mortar will improve with the increasing rubber powder,which mixed with fine rubber powder is superior to that mixed with coarse rubber powder.
出处 《混凝土》 CAS CSCD 北大核心 2012年第1期103-105,共3页 Concrete
关键词 橡胶粉 强度 弹性模量 极限拉伸值 抗裂性 rubber powder strength elastic modulus ultimate tension crack resistance
  • 相关文献

参考文献10

  • 1朱军.废旧轮胎翻修与循环利用发展前景广阔[N].经济日报,2011-02-25(3).
  • 2TURATSINZEA A, BONNET S,GRANJUA J L.Mechanical character ization of cement-based mortar incorporating rubber aggregates from recycle down tires[J].Building and Environment, 2005 (40) : 221-226.
  • 3ZHENG L,SHARON X,YUAN H Y.Experimental investigation on dynamic properties of rubberized concrete[J].Construction and Building Materials, 2008 (22) :939-947.
  • 4GOULIAS D G Ali.Non-destructive evaluation of rubber modified concrete.In Proceedings of a Special Conference,ASCE,NEW York, 1997: 111-120.
  • 5张志军,曹露春.橡胶粉与砂浆性能的研究[J].山东建材,2008,29(2):40-42. 被引量:6
  • 6杨铮,谢友均,龙广成.橡胶颗粒对砂浆强度影响的试验研究[J].粉煤灰综合利用,2006,20(1):20-21. 被引量:10
  • 7RIDDINGTON J R, GHAZALI M Z.Hypothesis for shear failure in masonry joints[J].Proc Insm Civ Engrs, 1990(2), 101 (3): 89-102.
  • 8WANG R,ELWI A E,HATZINIKOLASM RNumerical simulation of tall masonry cavity wails tested under eccentric loading[C]//Hamilton:Seventh Canadian Masonry Symposium, 1995 : 328-339.
  • 9刘桂秋,施楚贤,刘一彪.砌体及砌体材料弹性模量取值的研究[J].湖南大学学报(自然科学版),2008,35(4):29-32. 被引量:59
  • 10曾力,方坤河,吴定燕,阮燕.骨料特性对碾压混凝土抗裂性的影响研究[J].水力发电学报,2003,22(1):55-60. 被引量:8

二级参考文献18

  • 1王宏伟,孙桂芳,刘斌.胶粉聚苯颗粒复合型外墙外保温体系在严寒地区的应用[J].施工技术,2006,35(9):87-88. 被引量:11
  • 2郝先成,马保国,李廷芥.新型外墙保温隔热材料系统抗裂设计[J].墙材革新与建筑节能,2006(10):45-47. 被引量:9
  • 3徐荣华.大坝混凝土抗裂能力的评价.人民长江,1982,:6-6.
  • 4曾力 方坤河 吴定燕 等.提高碾压混凝土抗裂能力的研究.九五国家重点科技攻关项目(子题编号:95-220-02-01-06(2))研究报告[R].武汉:武汉大学水利水电学院,1999.6.
  • 5杨康宁 方坤河.碾压混凝土筑坝技术[M].北京:水利水电出版社,1997.6.
  • 6P梅泰.混凝土的结构、性能与材料[M].上海:同济大学出版社,1991.11.
  • 7刘桂秋,施楚贤,刘一彪等.砌体受压应力-应变关系[C]// 2000年全国砌体结构学术会议论文集.北京:中国建筑工业出版社,2000:12-18.
  • 8SHING P B, SCHULLER M, HOSKERE V S. In-plane resistance of reinforced masonry shear wall[J ]. Journal of Structural Engineering, ASCE, 1990, 116(3) :619-640.
  • 9PIEKARCZYK A, DROBIEC L, KUBICA J. AAC blocks masonry compressed perpendicular and parallel to the bed joints[C]. Proceedings of 12th IBMaC, 2000:1447 - 1454.
  • 10SCHULTZ A E, MUEFFELMAN J G, OJARD N J. Critical axial loads for transversely loaded masonry walls[C]. Proceedings of 12th IBMaC, 2000:1633 - 1646.

共引文献77

同被引文献42

引证文献5

二级引证文献17

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