李会杰, 谢 剑. 超低温环境下钢筋与混凝土的粘结性能[J]. 工程力学, 2011, 28(增刊I): 80-084.
引用本文: 李会杰, 谢 剑. 超低温环境下钢筋与混凝土的粘结性能[J]. 工程力学, 2011, 28(增刊I): 80-084.
LI Hui-jie, XIE Jian. BONDING PROPERTIES BETWEEN REINFORCEMENT AND CONCRETE AT CRYOGENIC TEMPERATURES[J]. Engineering Mechanics, 2011, 28(增刊I): 80-084.
Citation: LI Hui-jie, XIE Jian. BONDING PROPERTIES BETWEEN REINFORCEMENT AND CONCRETE AT CRYOGENIC TEMPERATURES[J]. Engineering Mechanics, 2011, 28(增刊I): 80-084.

超低温环境下钢筋与混凝土的粘结性能

BONDING PROPERTIES BETWEEN REINFORCEMENT AND CONCRETE AT CRYOGENIC TEMPERATURES

  • 摘要: 随着对LNG低温储罐关注度的提高及在严寒地区进行大量的土木工程建设,混凝土结构已广泛应用于低温、超低温环境。如LNG低温储罐的发展使混凝土结构可能被应用于165℃的超低温环境,因此有必要对超低温环境下的相关材料性能进行系统的研究。该文在参考大量国内外文献的基础上对超低温下钢筋、混凝土材料的力学性能以及钢筋与混凝土的粘结性能做了综述,重点讲述超低温环境下钢筋、预应力钢筋的力学性能以及超低温对钢筋与混凝土粘结性能的影响。

     

    Abstract: With the attention on LNG storage tanks increasing and a large number of civil engineering constructions being carried out in cold areas, concrete structures will be widely used in low temperature and ultra-low temperature environments. For LNG cryogenic storage tanks, the concrete structure may be applied to an extreme environment with a temperature of 165℃. Thusly it is necessary to perform systematic researches on the material properties at cryogenic temperatures. The mechanical properties of structural materials under ultra-low temperatures are summarized based on review of a large number of domestic and foreign references. Especially, the mechanical performance of reinforced bars & prestressed reinforcements in ultra-low temperature environment, and the bonding behaviors between reinforcements and concrete at cryogenic temperatures are focused on.

     

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