欢迎登录材料期刊网

材料期刊网

高级检索

因水分迁移引起的收缩如果过大会引起混凝土开裂,从而影响混凝土的耐久性.通过分析混凝土中水分迁移可能引起的混凝土变形类型与内在影响因素以及引起开裂的条件,讨论了内养护和减缩剂用于混凝土成型后收缩控制的效果以及存在的问题,并提出了水分迁移引起的混凝土收缩、裂缝的研究及控制应注意的问题.

参考文献

[1] 唐祖全;贾兴文;宋开伟.美国混凝土工程施工手册[M].重庆:重庆大学出版社,2009
[2] E. Holt;M. Leivo .Cracking risks associated with early age shrinkage[J].Cement & concrete composites,2004(5):521-530.
[3] 覃维祖.混凝土的收缩、开裂及其评价与防治[J].混凝土,2001(07):3-7.
[4] Tazawa E.Autogenous shrinkage of concrete[M].London:E and FN Spon,1999:428.
[5] Hammer T A.Test methods for linear measurement of autogenous shrinkage before setting[A].London,United Kingdom,1999:141.
[6] Copeland L E.Self desiccation in Portland cement pastes[A].http://www.portcement.org/pdf_files /RX052.pdf,2009-6-3
[7] Kosmatka S H;Kerkhoff B;Panarese W C.Design and control of concrete mixture[M].Illionois:Portland Cement Association,2003:138.
[8] Yilmaz Akkaya;Chengsheng Ouyang;Surendra P. Shah .Effect of supplementary cementitious materials on shrinkage and crack development in concrete[J].Cement & concrete composites,2007(2):117-123.
[9] D.P. Bentz .A review of early-age properties of cement-based materials[J].Cement and Concrete Research,2008(2):196-204.
[10] 钱晓倩,詹树林,方明晖,孟涛,钱匡亮.减水剂对混凝土收缩和裂缝的负影响[J].铁道科学与工程学报,2004(02):19-25.
[11] Hanson J A .Effects of curing and drying environments on splitting tensile strength of concrete[EB/OL].http://www.portcement.org/pdf_files/DX141.pdf,2008-12-5.
[12] Aítcin P .Does concrete shrink or does it swell[J].Concrete International,1999,21(12):77.
[13] Skalny J;Mindess S.Materials science of concrete Ⅱ[M].Westerville:American Ceramic Society,1991:1.
[14] Jensen O M;Hansen P F .Water-entrained cement-based materials:Ⅱ.Experimental observations[J].Cement and Concrete Research,2002,32(06):973.
[15] Arnon Bentur;Shin-ichi Igarashi;Konstantin Kovler .Prevention of autogenous shrinkage in high-strength concrete by internal curing using wet lightweight aggregates[J].Cement and Concrete Research,2001(11):1587-1591.
[16] 胡曙光,周宇飞,王发洲,彭波.高吸水性树脂颗粒对混凝土自收缩与强度的影响[J].华中科技大学学报(城市科学版),2008(01):1-4,16.
[17] 董淑慧,张宝生,葛勇,袁杰.轻骨料对混凝土自养护减缩效率的影响[J].硅酸盐学报,2009(03):465-469.
[18] 丁以兵,詹炳根,黄其海,周万良.自养护作用下的高性能混凝土抗冻与抗渗性能[J].合肥工业大学学报(自然科学版),2007(05):603-606.
[19] Sato T;Goto T;Sakai K.Mechanism for reducing drying shrinkage of hardened cement by organic additives[J].CAJ Rev,1983:52.
[20] Lura P;Pease B;Mazzotta G et al.Influence of shrinkage-reducing admixtures on the development of plastic shrinkage cracks[J].ACI J Mater,2007,104(02):187.
[21] DALE P. BENTZ .Curing with Shrinkage-Reducing Admixtures[J].Concrete international,2005(10):55-60.
[22] 钱觉时,乔墩,石亮,党玉栋,王智,李有光.减缩剂外涂对混凝土性能的影响及作用机理[J].硅酸盐学报,2009(12):2090-2096.
[23] Bazant Z P .Prediction of concrete creep and shrinkage:Past,present and future[J].Nuclear Engineering and Design,2001,203:27.
上一张 下一张
上一张 下一张
计量
  • 下载量()
  • 访问量()
文章评分
  • 您的评分:
  • 1
    0%
  • 2
    0%
  • 3
    0%
  • 4
    0%
  • 5
    0%