首页 | 本学科首页   官方微博 | 高级检索  
     

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  
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号