超高性能混凝土配合比设计模型、水化硬化机理及微观结构的研究进展

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发布时间：2020-01-06 00:00:00

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超高性能混凝土配合比设计模型、水化硬化机理及微观结构的研究进展

A Review on Model of Mixture Design, Mechanism of Hydration and Harden, Microstructure of Ultra-high Performance Concrete

2020年1期 No.285 P6-10+15

超高性能混凝土；配合比设计模型；水化硬化机理；微观结构

Ultra-high performance concrete（UHPC）; Model of mixture design; Mechanism of hydration and harden; Microstructure

2020年1期 No.285 P6-10+15

10.19761/j.1000-4637.2020.01.006.06

国家自然科学基金资助（51878003、51402003）；国家重点研发计划重点基础材料技术提升与产业化重点专项资助（2017YFB0310105）

张高展1，魏琦1，丁庆军2，葛竞成1

1.安徽建筑大学材料与化学工程学院，合肥 230601；2.武汉理工大学材料科学与工程学院，430070

张高展1，魏琦1，丁庆军2，葛竞成1

关键词：超高性能混凝土；配合比设计模型；水化硬化机理；微观结构

Key words：Ultra-high performance concrete（UHPC）; Model of mixture design; Mechanism of hydration and harden; Microstructure

期刊：2020年1期 No.285 P6-10+15

DOI：10.19761/j.1000-4637.2020.01.006.06

基金项目：国家自然科学基金资助（51878003、51402003）；国家重点研发计划重点基础材料技术提升与产业化重点专项资助（2017YFB0310105）

作者：张高展1，魏琦1，丁庆军2，葛竞成1

单位：1.安徽建筑大学材料与化学工程学院，合肥 230601；2.武汉理工大学材料科学与工程学院，430070

张高展,魏琦,丁庆军,等.超高性能混凝土配合比设计模型、水化硬化机理及微观结构的研究进展[J].混凝土与水泥制品,2020(1):6-10+15.

ZHANG G Z,WEI Q,DING Q J,et al.A Review on Model of Mixture Design, Mechanism of Hydration and Harden, Microstructure of Ultra-high Performance Concrete[J].China Concrete and Cement Products,2020(1):6-10+15.

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摘要：从超高性能混凝土（UHPC）配合比设计模型入手，综述了目前UHPC配合比模型研究现状，并在此基础上，介绍了其水化硬化和微观结构形成机理，总结了UHPC现有的不足并展望了其未来研究的方向，可为轻质低收缩UHPC的设计和开发提供参考。
Abstract: Starting with the Ultra-high Performance Concrete(UHPC) fit ratio design model, the current situation of UHPC co-comparison research is summarized. And on this basis, its hydration hardening and microstructure formation mechanism is introduced, the existing shortcomings of UHPC is summarized and the future research direction is look forward, which can provide a reference for the design and development of light low-shrink UHPC.

英文名 : A Review on Model of Mixture Design, Mechanism of Hydration and Harden, Microstructure of Ultra-high Performance Concrete

刊期 : 2020年1期 No.285 P6-10+15

关键词 : 超高性能混凝土；配合比设计模型；水化硬化机理；微观结构

Key words : Ultra-high performance concrete（UHPC）; Model of mixture design; Mechanism of hydration and harden; Microstructure

刊期 : 2020年1期 No.285 P6-10+15

DOI : 10.19761/j.1000-4637.2020.01.006.06

文章编号 :

基金项目 : 国家自然科学基金资助（51878003、51402003）；国家重点研发计划重点基础材料技术提升与产业化重点专项资助（2017YFB0310105）

作者 : 张高展1，魏琦1，丁庆军2，葛竞成1

单位 : 1.安徽建筑大学材料与化学工程学院，合肥 230601；2.武汉理工大学材料科学与工程学院，430070

张高展1，魏琦1，丁庆军2，葛竞成1

关键词：超高性能混凝土；配合比设计模型；水化硬化机理；微观结构

Key words：Ultra-high performance concrete（UHPC）; Model of mixture design; Mechanism of hydration and harden; Microstructure

期刊：2020年1期 No.285 P6-10+15

DOI：10.19761/j.1000-4637.2020.01.006.06

基金项目：国家自然科学基金资助（51878003、51402003）；国家重点研发计划重点基础材料技术提升与产业化重点专项资助（2017YFB0310105）

作者：张高展1，魏琦1，丁庆军2，葛竞成1

单位：1.安徽建筑大学材料与化学工程学院，合肥 230601；2.武汉理工大学材料科学与工程学院，430070

张高展,魏琦,丁庆军,等.超高性能混凝土配合比设计模型、水化硬化机理及微观结构的研究进展[J].混凝土与水泥制品,2020(1):6-10+15.

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摘要

参数

结论

参考文献

引用本文

摘要：从超高性能混凝土（UHPC）配合比设计模型入手，综述了目前UHPC配合比模型研究现状，并在此基础上，介绍了其水化硬化和微观结构形成机理，总结了UHPC现有的不足并展望了其未来研究的方向，可为轻质低收缩UHPC的设计和开发提供参考。

Abstract: Starting with the Ultra-high Performance Concrete(UHPC) fit ratio design model, the current situation of UHPC co-comparison research is summarized. And on this basis, its hydration hardening and microstructure formation mechanism is introduced, the existing shortcomings of UHPC is summarized and the future research direction is look forward, which can provide a reference for the design and development of light low-shrink UHPC.

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