期刊文献+

热养护UHPC后期水稳定性 被引量:3

Moisture Susceptibility of UHPC After Heat Curing
下载PDF
导出
摘要 热养护能够提高超高性能混凝土(UHPC)的早期力学性能和促使UHPC的水化,但也带来了UHPC后期水稳定性问题。本文通过力学性能、SEM、XRD和孔结构分析研究了20℃标养、90℃蒸汽养护和250℃干热养护三种养护制度下试件接触水和隔绝水时对UHPC长期力学性能和微观结构的影响,结果表明:20℃标养和90℃蒸养下接触水分和隔绝水分对于试件的强度和微观结构影响较小,接触水分能够更好地提高试件的后期强度;250℃干热养护下,接触水分则会显著增加试件的微观孔隙,导致试件在后期出现明显的强度倒缩,引起严重的水稳定性问题。 Thermal curing can improve the early mechanical properties of UHPC and promote hydration of UHPC,but it also brings about the water stability in the long-term of UHPC.The mechanical properties,SEM,XRD and pore structure analysis were used to study the long-term mechanical properties and microstructure of UHPC under three curing systems:20℃standard curing,90℃steam curing and 250℃dry and hot curing which contact moisture and isolate moisture.The test results indicated that the contact and isolation water had little influence on the strength and microstructure of the specimen under 20℃standard curing and 90℃steam curing.The contact water could better improve the strength of the specimen in the later stage.The contact water would significantly increase the microscopic pores of the specimen,leading to obvious strength shrinkage in the later period and causing serious water stability problems under 250℃dry curing.
作者 罗遥凌 高育欣 闫欣宜 谢昱昊 毕耀 LUO Yaoling;GAO Yuxin;YAN Xinyi;XIE Yuhao;BI Yao(China West Construction Academy of Building Materials,Chengdu 610094,China)
出处 《材料导报》 EI CAS CSCD 北大核心 2021年第S01期242-246,共5页 Materials Reports
基金 国家自然科学基金青年项目(52002041) 中国住房和城乡建设部研究开发项目(K2019248) 中建股份课题(CSCEC-2019-Z-17-6) 中建西部建设股份有限公司科技研发计划(ZJXJ-2019-13)。
关键词 UHPC 水稳定性 后期水化 长期性能 UHPC moisture susceptibility late hydration long-term performance
  • 相关文献

参考文献3

二级参考文献16

  • 1杨雷,管学茂.混凝土中未水化水泥后期水化的危害研究[J].水泥工程,2004(3):8-11. 被引量:10
  • 2管学茂,杨雷,姚燕.低水灰比高性能混凝土的耐久性研究[J].混凝土,2004(10):3-4. 被引量:24
  • 3马保国,温小栋,潘伟,余曼丽,鄢佳佳,王明远.蒸养温度与水化热协同下混凝土热稳定性研究[J].硅酸盐通报,2007,26(2):237-241. 被引量:13
  • 4王善拔.钙矾石热稳定性的研究.硅酸盐通报,1987,(2):19-24. 被引量:2
  • 5封孝信,孙晓华,王晓燕,等.低水灰比砂浆中水泥后期水化对其长期强度的影响[C].超高层混凝土泵送与超高性能混凝土技术的研究与应用国际研讨会论文集(中文版),广州,2008. 被引量:2
  • 6Yu R, Spiesz P, Brouwers H J H. Development of an eco-friendly ultra-high performance concrete (UHPC) with efficient cement and mineral admixtures uses [J]. Cement and Concrete Composites, 2015, 55: 383-394. 被引量:1
  • 7Wang W, Liu J, Agostini F, et al. Durability of an ultra high performance fiber reinforced concrete (UHPFRC) under progressive aging E J2. Cement and Concrete Research, 2014, 55: 1-13. 被引量:1
  • 8Yu R, Spiesz P, Brouwers H J H. Mix,design and properties assessment of ultra-high performance fibre reinforced concrete (UHPFRC) Jl. Cement and Concrete Research, 2014, 56: 29-39. 被引量:1
  • 9Vandamme M, Ulmf-J, Fon011osa P. Nanogranular packing of C-S-H at substochiometric conditions [J]. Cement and Concrete Research, 2010, 40(1) : 14-26. 被引量:1
  • 10Hillemeier B, Schr{Sder M. Poor durability of high performance concrete with water cement ratio< 0. 3 [C]//Durability of High Performance Concrete, Proc. RILEM Workshop Cachan France. 1995: 70-75. 被引量:1

共引文献42

同被引文献30

引证文献3

二级引证文献2

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