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浅谈超长钢筋混凝土结构温度裂缝的控制措施
引用本文:刘军. 浅谈超长钢筋混凝土结构温度裂缝的控制措施[J]. 山西建筑, 2011, 37(1): 78-79
作者姓名:刘军
作者单位:重庆钢铁集团设计院,重庆,400080
摘    要:根据多年的工程设计经验,分析了超长钢筋混凝土结构温度裂缝的形成原因及特点,并针对性地提出了防止和减轻温度收缩裂缝的措施,对提高超长钢筋混凝土结构的整体性和耐久性有着重要的意义。

关 键 词:钢筋混凝土结构  温度收缩裂缝  控制措施

Tentative discussion on the controlling measures for temperature cracks of super-long reinforced concrete structure
LIU Jun. Tentative discussion on the controlling measures for temperature cracks of super-long reinforced concrete structure[J]. Shanxi Architecture, 2011, 37(1): 78-79
Authors:LIU Jun
Abstract:According to many years' engineering design experience,this thesis analyzes causes and characteristics of temperature cracks of super-long reinforced concrete structure,and puts forward measures for preventing and reducing temperature and shrinkage cracks.Thus,it has important meaning for improving the integrity and durability of super-long reinforced concrete structure.
Keywords:reinforced concrete structure  temperature and shrinkage cracks  controlling measures  
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