期刊检索

  • 2024年第56卷
  • 2023年第55卷
  • 2022年第54卷
  • 2021年第53卷
  • 2020年第52卷
  • 2019年第51卷
  • 2018年第50卷
  • 2017年第49卷
  • 2016年第48卷
  • 2015年第47卷
  • 2014年第46卷
  • 2013年第45卷
  • 2012年第44卷
  • 2011年第43卷
  • 2010年第42卷
  • 第1期
  • 第2期

主管单位 中华人民共和国
工业和信息化部
主办单位 哈尔滨工业大学 主编 李隆球 国际刊号ISSN 0367-6234 国内刊号CN 23-1235/T

期刊网站二维码
微信公众号二维码
引用本文:刘旭,陈歆,李立辉,葛勇,田波.负压成型水泥基材料孔结构特征[J].哈尔滨工业大学学报,2021,53(9):26.DOI:10.11918/202007097
LIU Xu,CHEN Xin,LI Lihui,GE Yong,TIAN Bo.Characterization of pore structure of cement-based materials produced in negative pressure[J].Journal of Harbin Institute of Technology,2021,53(9):26.DOI:10.11918/202007097
【打印本页】   【HTML】   【下载PDF全文】   查看/发表评论  下载PDF阅读器  关闭
过刊浏览    高级检索
本文已被:浏览 1283次   下载 1364 本文二维码信息
码上扫一扫!
分享到: 微信 更多
负压成型水泥基材料孔结构特征
刘旭1,陈歆1,李立辉2,葛勇1,田波2
(1.哈尔滨工业大学 交通科学与工程学院,哈尔滨 150090;2.交通运输部公路科学研究院,北京 100088)
摘要:
为了研究低气压环境对水泥基材料引气性能的影响,采用负压模拟试验的方法,在不同的气压下测试引气剂溶液的发泡性能和气泡稳定性、引气水泥净浆的孔结构以及引气水泥砂浆的气孔结构。水泥净浆与水泥砂浆的试验样品均在设计气压下搅拌成型直至终凝硬化。试验结果表明:FC-1和FC-2两种新型引气剂溶液的泡沫相较三萜皂苷类引气剂(SJ-2)溶液的泡沫具有更强的低气压环境适应性,但该溶液试验的规律不完全适用于水泥基材料;低气压成型会增加硬化水泥净浆的孔隙率及半径为100~1 000 nm孔的体积,但在采用优质引气剂的前提下低气压基本不会对水泥砂浆的含气量和气孔结构产生劣化作用。SJ-2、FC-1和FC-2 三种引气剂均能满足高原低气压环境下抗冻混凝土的引气要求,其中FC-1与FC-2在气孔结构优化与含气量控制方面更具优势。
关键词:  水泥基材料  引气剂  孔结构  含气量  低气压
DOI:10.11918/202007097
分类号:TU528
文献标识码:A
基金项目:国家国际科技合作专项(2014DFR81000); 国家重点研发计划 (2018YFB1600100); 国家自然科学基金青年科学基金(51608239)
Characterization of pore structure of cement-based materials produced in negative pressure
LIU Xu1,CHEN Xin1,LI Lihui2,GE Yong1,TIAN Bo2
(1. School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin 150090, China; 2. Research Institute of Highway Ministry of Transport, Beijing 100088, China)
Abstract:
In order to investigate the effect of low air pressure on the air entrainment of cement-based materials, simulation study of negative pressure was conducted. The foaming performance and bubble stability of air-entraining agent (AEA) solution, pore structure of air-entrained cement paste, and air-void structure of air-entrained cement mortar were tested in different air pressures. The cement paste and cement mortar specimens were stirred and formed in designed air pressures until hardening. Results show that the foams formed by two new types of AEAs (FC-1 and FC-2) were more stable than those formed by triterpenoid saponin type AEA (SJ-2) in corresponding aqueous solutions in negative pressure. However, this finding could not be extended broader to cover cement-based materials. The total porosity and the volume of pores with radii of 100-1 000 nm in hardened cement paste were found higher in negative pressure, while there was little adverse effect of low air pressure on either air content or air-void structure of hardened cement mortar when a suitable AEA was applied. SJ-2, FC-1, and FC-2 AEAs could satisfy the requirements of air entrainment for frost resistant concrete in high-altitude regions with low air pressure, among which FC-1 and FC-2 presented comparative advantages in air-void structure optimization and air content control.
Key words:  cement-based materials  air-entraining agent  pore structure  air content  low air pressure

友情链接LINKS