• ISSN 0258-2724
  • CN 51-1277/U
  • EI Compendex
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Volume 21 Issue 3
Jun.  2008
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Article Contents
HU Shuguang, WANG Tao, WANG Fazhou. Effects of Expansive Agents on Deformation Property of CA Mortar[J]. Journal of Southwest Jiaotong University, 2008, 21(3): 341-345.
Citation: HU Shuguang, WANG Tao, WANG Fazhou. Effects of Expansive Agents on Deformation Property of CA Mortar[J]. Journal of Southwest Jiaotong University, 2008, 21(3): 341-345.

Effects of Expansive Agents on Deformation Property of CA Mortar

  • Received Date: 07 Nov 2007
  • Publish Date: 25 Jun 2008
  • In order to maintain the volume stability of CA(cement asphalt) mortar,the effects of the type and dosage of expansive agents and curing humidity on the volume stability of CA mortar were investigated experimentally.The investigation results indicat that the expansion effect of aluminum powder occurs within 12 h after casting,and volume shrinkage occurs after 16 h.U-type expansive agent has a little shrinkage compensating effect within 12 h,but the volume of CA mortar expands obviously after 20 h and reaches the maximum at 7 d after casting,and volume shrinkage is followed immediately.Furthermore,the shrinkage ratio reduces with increasing the dosage of U-type expansive agent.The volume of CA mortar including aluminum powder and U-type expansive agent expands persistently within 7 d,and volume shrinkage follows and decreases with the increase of curing humidity,from 0.035‰ to 0.100‰.M-type expansive agent can reduce remarkably volume shrinkage at the later stage,and the shrinkage ratio decreases by more than 0.160‰ at 180 d after casting.

     

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  • 左景奇,姜其斌,蔡彬芬.板式轨道CA砂浆专用沥青乳液的试验研究[J].铁道建筑技术,2005(2):68-70.ZUO Jingqi,JIANG Qibin,CAI Binfen.Experimental study on emulsified asphalt for CA mortar used in slab track[J].Railway Construction Technology,2005(2):68-70.[2] 左景奇,姜其斌,傅代正.板式轨道弹性垫层CA砂浆的研究[J].铁道建筑,2005(9):96-98.[3] 江成.CA试验研究报告[R].北京:铁道科学研究院,2001.[4] 左景奇,蔡彬芬,曾凡辉,等.铁路或城市轻轨无碴轨道用水泥沥青砂浆及其制造方法和施工方法:中国,200410023087.0[P].2005-01-12.[5] 傅代正,黄金田,郑新国.桥上板式无碴轨道CA砂浆施工技术[J].铁道建筑技术,2002(6):28-31.FU Daizheng,HUANG Jintian,ZHENG Xinguo.Construction technology of CA mortar for ballastless slab track over bridges[J].Railway Construction Technology,2002(6):28-31.[6] 丁庆军,王发洲,王涛,等.一种膨胀可控的CA砂浆材料:中国,ZL200610018437.3[P].2007-09-19.[7] 王发洲,胡曙光,王涛,等.一种可有效防止CA砂浆分层离析的复合添加剂:中国,ZL200610018440.5[P].2007-09-19.[8] 胡曙光,王涛,王发洲,等.一种高早强自膨胀CA砂浆材料:中国,ZL200610018439.2[P].2007-08-29.[9] 中华人民共和国建筑材料工业部.JC/T 313-1982膨胀水泥膨胀率试验方法[S].北京:中国标准出版社,1996.[10] 马惠珠,邓敏,朱建强.混凝土中钙矾石的重结晶[J].材料导报,2007,21(5):353-355.MA Huizhu,DENG Min,ZHU Jianqiang.Ettringite rerystallization in concrete[J].Materials Review,2007,21(5):353-355.
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