首页 | 本学科首页   官方微博 | 高级检索  
     

CA砂浆强度影响因素及强度机理研究
引用本文:谭忆秋,欧阳剑,王金凤,李云良,陈瑶. CA砂浆强度影响因素及强度机理研究[J]. 哈尔滨工业大学学报, 2011, 43(10): 80-83
作者姓名:谭忆秋  欧阳剑  王金凤  李云良  陈瑶
作者单位:哈尔滨工业大学交通科学与工程学院;哈尔滨工业大学交通科学与工程学院;中国海洋石油总公司石油炼油与销售事业部;哈尔滨工业大学交通科学与工程学院;哈尔滨工业大学交通科学与工程学院
基金项目:国家自然科学基金资助项目(51078114)
摘    要:为制得满足高速铁路建设的CA砂浆,制备了不同配比的CA砂浆,通过考查CA砂浆的强度并利用扫描电子显微镜观测微观结构,研究砂的级配、砂灰比、乳化沥青与水泥比等因素对CA砂浆固化体不同龄期强度的影响.研究表明:选择粒径为0.15—0.3mm与0.3—0.6mm的组合砂能有效地降低高强型CA砂浆材料的分离度,而对CA砂浆28...

关 键 词:高强型CA砂浆  抗压强度  级配  砂灰比  乳化沥青与水泥质量比

Factors influencing strength of cement asphalt mortar and strength mechanism
TAN Yi-qiu,OUYANG Jian,WANG Jin-feng,LI Yun-liang and CHEN Yao. Factors influencing strength of cement asphalt mortar and strength mechanism[J]. Journal of Harbin Institute of Technology, 2011, 43(10): 80-83
Authors:TAN Yi-qiu  OUYANG Jian  WANG Jin-feng  LI Yun-liang  CHEN Yao
Affiliation:School of Transportation Science and Engineering,Harbin Institute of Technology,150090 Harbin,China;School of Transportation Science and Engineering,Harbin Institute of Technology,150090 Harbin,China;Petroleum Refining and Marketing Division,China National Offshore Oil Corporation,100029 Beijing,China);School of Transportation Science and Engineering,Harbin Institute of Technology,150090 Harbin,China;School of Transportation Science and Engineering,Harbin Institute of Technology,150090 Harbin,China
Abstract:In order to obtain the CA mortar that can satisfy high-speed railway construction,CA mortar with different proportion was prepared.Through studying strength of CA mortar and Observating its microstructure by scan electron microscopy,the strength and its development of CA mortar was studied by changing sand gradation,the ratio of sand to cement and the ratio of asphalt emulsion to cement.Results show that using combination of two kinds of sand with particle size of 0.15-0.3 mm and 0.3-0.6 mm in CA mortar can reduce the material separation greatly while posing little effect on the 28 d compressive strength of high strength CA mortar.With the increment of m(S)/m(C),the 1 d compressive strength of high strength CA mortar increases but the 28 d compressive strength doesn’t change initially until reaching the critical point 1.4,which drags huge decline for it.The compressive strength of high strength CA mortar of different ages are significantly declining with the increment of m(A)/m(C).Selecting the appropriate size sand,m(S)/m(C) and m(A)/m(C) is the premise to obtain the CA mortar that can satisfy high-speed railway construction.
Keywords:high strength cement asphalt(CA) mortar  compressive strength  gradation  m(S)/m(C)  m(A)/m(C)
本文献已被 CNKI 等数据库收录!
点击此处可从《哈尔滨工业大学学报》浏览原始摘要信息
点击此处可从《哈尔滨工业大学学报》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号