Source Journal for Chinese Scientific and Technical Papers
Core Journal of RCCSE
Included in JST China
Included in the Hierarchical Directory of High-quality Technical Journals in Architecture Science Field
Volume 43 Issue 12
Dec.  2014
Turn off MathJax
Article Contents
Wu Fahong, Chen Guiping, Ji Weibing. DESIGN OF TEMPERATURE AND SHRINK STRESS AND CONTROL MEASURE OF SUPER-LONG CONCRETE FRAME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 144-148. doi: 10.13204/j.gyjz201312027
Citation: Wu Fahong, Chen Guiping, Ji Weibing. DESIGN OF TEMPERATURE AND SHRINK STRESS AND CONTROL MEASURE OF SUPER-LONG CONCRETE FRAME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 144-148. doi: 10.13204/j.gyjz201312027

DESIGN OF TEMPERATURE AND SHRINK STRESS AND CONTROL MEASURE OF SUPER-LONG CONCRETE FRAME STRUCTURE

doi: 10.13204/j.gyjz201312027
  • Received Date: 2013-05-21
  • Publish Date: 2013-12-20
  • The key of super-long concrete frame structure is to control temperature and concrete shrinkage stresses, according to the analysis of PMSAP and ANSYS,their results and variation tendencies are generally consistent. Owing to construction and equipment requirements,the expansion and contraction joints of super-long concrete frame structures can not be installed,then temperature difference between inside and outside and concrete shrinkage should be decreased. Therefore heat insulation layers and flexible joints should be used to reduce influences of temperature stress; applying normal rebar and prestressing reinforcing bar can control crack effectively.
  • loading
  • 王铁梦.工程结构裂缝控制[M].北京:中国建筑工业出版社,1997.
    [2] 游宝坤.混凝土建筑结构裂缝控制的技术措施[J].建筑结构,2002(10):21-25.
    [3] 李晨钟, 嵇蔚冰, 吴京.超长高层建筑的无缝设计实施及验证[J].工业建筑, 2008, 38(8):109-112.
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (101) PDF downloads(61) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return