globalchange  > 气候变化与战略
CSCD记录号: CSCD:5587150
论文题名:
冻融变化与水工混凝土耐久性
其他题名: Freezing-Thawing System and Durability of Hydraulic Concrete
作者: 陆采荣1; 杨虎2
刊名: 气候变化研究进展
ISSN: 1673-1719
出版年: 2015
卷: 11, 期:5, 页码:153-166
语种: 中文
中文关键词: 冻融变化 ; 水工混凝土 ; 耐久性 ; 归因分析 ; 节能减排
英文关键词: freezing-thawing system ; hydraulic concrete ; durability ; attribution analysis ; conserve energy and emissions reduction
WOS学科分类: MULTIDISCIPLINARY SCIENCES
WOS研究方向: Science & Technology - Other Topics
中文摘要: 由于气候变化,现有气候分区内水工混凝土经历的冻融温度正在发生改变,采用研制的气候模拟系统,对不同强度等级、不同抗冻设计等级的水工混凝土在-30~-5℃冻融中心温度下进行了系统的冻融试验。研究提出了变化条件下水工混凝土冻融温度-强度等级-抗冻设计等级-冻融循环次数归因分析图。基于试验结果,对我国现行水工混凝土抗冻制度进行了探讨,分析了改变水工混凝土抗冻融中心温度对温室气体减排的影响。
英文摘要: As a result of climate change, the freezing and thawing temperature of hydraulic concrete in different climate zoning is changing. The freezing and thawing tests of hydraulic concrete with different strength levels and different frost resistance levels were conducted under different low temperatures changed from -5℃ to -30℃ by using the self-made climate simulation system. An analysis chart about freezing and thawing temperature-strength grade-frost resistance design grade-maximum freezing and thawing cycles of hydraulic concrete was put forward according to the freezing and thawing tests result. The current anti-freeze system of hydraulic concrete was discussed in this paper. The indirect effects of low temperature of freezing and thawing test on greenhouse gas emission reductions were also analyzed.
资源类型: 期刊论文
标识符: http://119.78.100.158/handle/2HF3EXSE/149664
Appears in Collections:气候变化与战略

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作者单位: 1.南京水利科学研究院, 水利部水工新材料工程技术研究中心, 南京, 江苏 210029, 中国
2.南京水利科学研究院, 南京, 江苏 210029, 中国

Recommended Citation:
陆采荣,杨虎. 冻融变化与水工混凝土耐久性[J]. 气候变化研究进展,2015-01-01,11(5):153-166
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