期刊文献+

自养护材料对高强膨胀混凝土性能的影响及机理分析 被引量:5

Influence of Self-curing Materials on Properties of High Strength Expansive Concrete and Mechanism Analysis
下载PDF
导出
摘要 试验通过在高强混凝土内部引入自养护材料的方法,以达到降低混凝土自收缩,实现高强膨胀混凝土内养护的目的。通过采用高分子自养护材料SAP,研究了不同掺量及掺加方式对高强混凝土工作性能、力学性能和膨胀性能的影响,并分析其作用机理。SAP的最佳掺量为1‰,持续增加会显著降低工作性能、力学强度和膨胀性能;SAP采用附加水的方式掺入混凝土有利于提高混凝土膨胀性能,兼顾力学性能,其附加水量不宜过大。 In order to achieve the purpose of reducing the self shrinkage of concrete and self-curing of high strength expansive concrete, the self-curing material is used into concrete. The effects of different dosage and mixing method on the workability, mechanical properties and expansive properties of high strength concrete are studied by using SAP. The best dosage of SAP is 1‰, and constantly adding SAP will significantly reduce the workability, mechanical strength and expansive properties of concrete. Using additional water mixed into concrete for SAP can improve the expansive properties and the mechanical performance of concrete, and the additional water content should not be too much.
出处 《混凝土与水泥制品》 2015年第8期24-28,共5页 China Concrete and Cement Products
基金 中建股份科技资助项目(CSCEC-2013-Z-31)
关键词 高强膨胀混凝土 自养护 自由膨胀率 微观机理 High strength expansive concrete Self-curing Free expansion rate Micro mechanism
  • 相关文献

参考文献4

二级参考文献18

  • 1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,2009,37(3):465-469. 被引量:31
  • 2赵佩颖,李继武,李新庭,李新.炎热季节地下室底板大体积混凝土施工技术[J].建筑技术,2005,36(5):341-344. 被引量:6
  • 3Cusson D, Lounis Z, Daigle L. Benefits of internal curing on service life and life-cycle cost of high-performance concrete bridge decks-A case study[J]. Cement and Concrete Composite, 2010, 32: 339-350.
  • 4Dhir R K, Hewlett P C, Dyer T D. Mechanisms of water re- tention in cement pastes containing a self-curing agent[J]. Mag- azine of Concrete Research, 1998, 50(1): 85-90.
  • 5GE Yong, KONG Lijuan, ZHANG Baosheng, et al. Effect of lightweight aggregate pre-wetting on microstructure and perme- ability of mixed aggregate concrete [J]. Journal of Wuhan Uni- verty of Technology-mater. Sci. Ed., 2009, 24(5): 838-842.
  • 6Jensen O M, Hansen P F. Water-entrained cement-based materials I. Principles and theoretical background [J]. Cement and Concrete Research, 2001, 31(4): 647-654.
  • 7Craeye B, Geimaert M, Schutter G D. Super aborbing poly- mers as an internal curing agent for mitigation of early-age eracking of high-performance concrete bridge decks [J]. Con- struction and Building Materials, 2011(25): 1-13.
  • 8Jensen O M, Hansen P F. Water-entrained cement-based materials II. Experimental observations [J]. Cement and Concrete Research, 2002, 32(4): 973-978.
  • 9Bentz D P, Snyder K A. Protected paste volume in concrete: Extension to internal curin- using saturated lightweight fine ag- gregate [J]. Cement and Concrete Research, 1999, 29: 1863- 1867,.
  • 10Li Meili, Qian Jueshi, Xu Shanshan, et al. Assessment of curing efficiency and moist curing on performance of fly ash concrete [J]. Journal of Wuhan University of Technology-Mater. Sci. Ed. 2011, 26(2): 361-366.

共引文献14

同被引文献46

引证文献5

二级引证文献19

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